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APPROVED BLD PLN ENG BLD2020-0124 - Plans (2)site info.tax.id.INDEX SEBHATU / NAIZGHi SF RESIDENCE REMODEUADDITLON:7520 RIDGE WA SHEET INDEX A.0.1. a SITE PLAN, SITE PLAN LAND USE, SHEET INDEX A.0.1.b LAND USE COMPLIANCE DATA, SITE DETAILS A.2.O.a BUILDING CODE NOTES A.2.O.b IBC OCCUPANCY NOTES, AREA CALCULATIONS A.0.3 ENERGY WSEC, WSVIAO COMPLIANCE DATA A.2.O.a FLOOR PLAN NOTES. LEGENDS, DETAILS. STAIR SECTIONS &NOTES A.2.O.b OPENINGS:WINDOW &DOOR SCHEDULES! NOTES/DETAILS A.2.1 FOUNDATION/ FLOOR FRAMING SEE STRUCTURAL DRAWINGS A.2.2 LEVEL 0.0 &0.5 FLOOR PLAN, NOTES, A.2.4 LEVEL 1.0 &1.5 FLOOR PLAN, NOTES. ROOF FRAMING PLAN SEE STRUCTURAL DRAWINGS City Of Edmonds Bullding Department Work AFH REMODEL, ADDITION, DECK _ Ad ress 7520 RIDGE WAY Owner SEBHATU Approved Date 10/ 9/2020 Building Official Q,(J��f� ���� �Q, Permlt Number BLD2020-0124 ROOF PLAN, SEE STRUCTURAL DRAWINGS ' A.3.1 BUILDING ELEVATIONS A.3.2 '.BUILDING ELEVATIONS A.4.2 WALL SECTIONS A.4.3 ASSEMBLY TYPES A.7.1. EXTERIOR -DETAILS A.7.2 WALL SECTION DETAILS - SEE STRUCTURAL DRAWINGS TAX ID PARCEL NO, / GEOGRAPHIC IDENTIFICATION TAX ID: 0477600003501 / GEOGRAPHIC ID: 7520 RIDGE WAY, EDMONDS, WA 98026 LEGAL DESCRIPTION HOMEViEW ADDITIONN0.2 BLOCK 000 D-01 LOT35LESSFDT BEG NW COR LOT 34TH N 15'05 46W 15 FT TH N 83*36 04E TO N BDY LOT 34 TH IN ST LN TO NW COR LOT 34 For the tr sh enclosure, when a retaining wall three feet in heig t or greater is contiguous to and below a proposed fe e, the proposed fence may be constructed fo the purposes of safety not greater than four feet above e top of the retaining wall or the finished gradrichever is less. ��� Uncovered and unenclo , d porches, steps, patios, and ���� decks may project into a required setback not more - - ��� than one-third of the re uire � setback, or four feet, �' �" S�, q �+ whichever is less; provided, t t they are no more tha7� 30 inches above ground level a any point. �\ I/ ~ / ENGINEERING DIVISIO , APPROVED AS NOTED � �'�� 7 � � `\ 10/29/2020�' ,,� `� , �— � �i�� *** The proposed new and replaced impervious surface area is under 2000sgft; therefore, no stormwater management system is required at t this time. If the new and replaced is 2000sgft or greater, a stormwater management system will be required per City codes and standards. *** o� �O. Applicant shall repair/replace all °� damage to utilities or frontage y6 improvements in City right-of-way ?� per city standards that is caused or � occurs during the permitted project. �o �� NOTE: -:ALL INFORMATION REGARDING E>�CFSTING CONDITIONS-A5 SHOWI'� 01V'i'FiE S°ITE PLAN AN'D SYTE'PLAN'DIAGftAMS'HAS BEEN PROVIDED BY THE OWNER: THIS OWNER PROVIDED l,NFORMATION HAS BEEN SHOWN FOR INFORMATIONAL -DESIGN. AND.PERMITTING l�URPOSES ONLY AND S�ALLfMUST BE' "� RIFIED ON SITE. ," � �. . a.� � . _ �,- „� p � � �� �� �` ��� �, �' �� ���� � ,., ,. "� Q, s � __— APPROVED BY PLANNING � �� - � . � �� i Oct 29 2020 ;%' ALL DISTURBED SOILS SHALL BE ' � � COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR � APPROVED EQUAL. �� `,���.. /� A�'PRO ED PLAI��,MU T BE WNER/CONTRACTOR IS RESP SIBLE FOR EROSION CONTROL ANRAINAGE ON JbB SI �. City of Edmon Buildin De artm ��' g p �o � APPROVED Plans WORK SUBJECT TO FIELD INSPECTION FOR �� � CODE COMPLIANCE r� .. �. ��, : � / Q` OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY j' ' '' UTILITIES MAY REQUIRE A SEPERATE PERMIT. /� �� \`, _ / �� �� �/ ///// �� ,�� ���. �,. (� x .� �, `i t �;, a: � � ' k ��' .. i -�-- ,, - �4' .; � , v' ��� ;� �� ' � / C �" " ,.��. "' ��. � .� ,� , ` .� I � � �a ,.� � •- , � � � �. ;. L '� ,� , �: •�; <, .� � � ,- : � t ^,�, ,. � . , � -:� . �.�� �w � . �� � �� �,� / � � � ._� - � `�°. � �: � `��� L �. " �� �- �w . • �r� i ,� �« a W � � �_ . .k_ y -� . I �' '9 � ,, !� l��ll�l.� ��a. �'I ,�' ssaciates 18204 ftallinger Way NE Lake Forest Park, WA 98155 ph/fx (206)367-2665 m (425) 765- 1501 dcguk�lker 1 a�eomcast. net RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z F' 0 � N aN � J W 0 O � W � a Z � � W Vi W Z W 0 '� W � ` 3 �3 'Q � N i• a N o � W INDEX,PROJECT INFO, SITE PLAN �3�Phase/Date DD Revisions I ���� '1.-2�, ����, _ '► Drawn By DW Job No. 19201 Sheet A.0.1 -a Of SEBHATU I NAIZGHI SF RES IDENCE REMODEL/ADDITION:7520 RIDGE WAY LAND USE DATA CHART CITY OF EDMOIVIDS, EDMONDS COMMUNITY DEVELOPMENT CODE; ECDC - ZONING DESIGNATION: RS-12 CITY OF EDMONDS: EDMONDS OOMMUNITY DEVELOPMENT CODE: ECDC ZONING CODE: LAND USE DATA: ECDC CH 16.20.SINGLE FAMILY RESIDENTIAL: ALLOWED/REQUIRED SHOWN PROPOSED ECDC CH 16.20.020 S.F.RES. SUBDISTRICTS DWELLING -ONE DETACHED SINGLE FAMILY DWELLING PER DWELLING -ONE DETACHED SINGLE FAMILY DWELLING -ONE DETACHED SINGLE PERMITTED USE: ECDC CH 1s.20.010.USES: LOT/PERMITTED SECONDARY VISE PER ECDCC CH.20.20 DWELLING PER LOT/PERMITTED SECONDARY FAMILY DWELLING PER USE PER ECDCC CH.20.20 LOT/PERMITTED SECONDARY USE PER ECDCC CH.20.20 DENSITY: CH 18.10.010,A MAXIMUM OF 3.7 DWELLING UNIITS PER ACRE 1 DWELLING UNIT D.U./.31 ACRE --(OR NO CHANGE MAX. ALLOWED DENSITY: 1 D.U.113503 SF 13,503 SF 13,503 SF NO CHANGE LOT AREA: GROSS LOT AREA : ECDC CH. 6.20.020.TABLE MIN. LOT WIDTH=74FT. REAR LOT WIDTH=125 NO CHANGE MIN. LOT WIDTH=80 FT. LOT WIDTH: ECDC CH. s.20.020.TABLE FT.AVERAGE LOT WIDTH=99.5 FT. SETBACKS: ECDC CH. 6.20,020.TABLE 25 FT. 25 FT. FRONT/NORTH STREET-BUILDING:RIDGE WAY 25 FT FRONT/NORTH STREET: UNCOVERED DECKSlPORCHES/ 25 FT - 2.5 FT. = 22.5 FT. 25 FT - 2.5 FT. = 22.5 FT. 25 FT - 2.5 FT. = 22.5 FT. EAVES/CHIMNEYS: RIDGE WAY 10'-0" 15'-6" (NE CORNER) SIDE: EAST ADJACENT (PROPERTY USE IS SF RESIDENTIAL) 10 FT. 14'-0" MIN. TO 47'-6" (GARAGE � REAR SIDE: WEST (PROPERTY USE IS SF RESIDENTIAL) 10 FT. 10'-0" YD.I REAR/SOUTH: (MAIN STRUCTURE) 25 FT. BUILDING FOOTPRINT/ LOT COVERAGE: ECDC cH. s.2o.o2o.TABLE 2137 3.F = 15.8% 2137 3.F = 15.8% NO CHANGE MAXIMUM LOT COVERAGE: MAXIMUM LOT 35% (13,505)-4726. S.FT. 35% (13,505)=4726. S.FT. BUILDING HEIGHT: ECDC CH. 16.20.050.B &ECDC CH. 6.20.020.TABLE ������ oTol I(`T� ioG - �� G7 n�lfAC`.HFn ACCESSORY EXISTING HEIGHT= 20'-10 5/8"= 20.88" EXISTING HEIGHT= 20'-10 5t8"= 20.88" BUILDING NEIGH I � PARKING: ECDC.CH.17.50 OFFSTREET PARKING: BUILDINGS=15 FT. MINIMUM #PARKIN SPACES=2 SPACES; ADULT FAMILY HOME = ECDC2!0.25 SEBHATU_NAIZGHLRES.. LAND USEF IBC_COMPLIANCE FINAL 6.1 L19_LAND USE DATA CHART - G ( NO CHANGE) 2SPACES t;NO CHANGE) NEW GARAGE WITH APRON PARKING+ NEW APRON PARKING FRONT YARD*"****NOT ALLOWED IN STREETFRONT SETBACK***"'` HEIGHT CALCULATIONS: j A= + 5.0' B= + 5.0' DATUM C= + 0.0' D= + 2.5' AVERAGE GRADE: + 3.125' PROPOSED HEIGHT: +20.88' MAXIMUM HEIGHT + 28.125' ALLOWED: LOT AREA: 13,503 S.F. RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LIOT COVERAGE ALLOWED: 4726 S.F. 35% LIOT COVERAGE SHOWN/PROPOSED: 2137S.F. 16% LOOT SLOPE: 8FT.:152 FT = 5.30% N Z ��J � r. Q N N o _ a �, W_W z � t3 � „� 0 0 a W p � 'a 3 �' W = � � � O � � tl, � r. w LAND- IJSE C-ODE NOTES,SITE DETAILS, GRADING & DRAINAGE PLAN Phase/Date C.A.-PERMIT REV Revisaon� � � ��'�? �+� M'y �.��i Gam-" Dr�a�nrn �y J Job No. 19201 Sheet A.0�1 -b Of ___.. I�„III .' 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EXISTING SQ. � � `� i I�h'} ul ICI h �1 C 1' � ,` �� ' , `� NEWs ,��, , ,PII�� � _ PLAN ,. � . 1 ID FEET Q• FEET TOTAL IMP. Nr � NEW IMPERVIOU suRFacE �� � � j .' 111;1' ;�,1 �s!`� �,- . .^ � r S ^ S T r NEW ASP URFACES F . S.F. -----_ .., . ,�� ,h� r� � � �1 • • ,� ., " ti, : 1 1 ' � i ra HALTIC �``�` CONC �^ NI C.B. DEPRESSION BETE AT FRONT h��"' 1 , } � �; , � ti t I e � - �_-, :_, - u hale Date - _ NI-2 NEW CONC. CURB 23 L.FT. � � . � •� � � e I II r 16u r ' ' �'` ."� 1 � -- , 1 ,< ,� ,. �II �, DD .�j NI- 96 � .„ �- ,, I . "'r/ NEW _ !'� ,' ,: � fj� � Ipll I I, I I 4. �,, � ,,.e �." TOTAL NEW RAVEL W►TM FINES AT TRASH 12.5 !� T4 ��' , - ,, ��� SITE IMPERVI 12.5 � � , ,.-, �� A�`�� � 1 �� ''�� '1�� ,/ NEW GR OU URFACE � ..-'-'""'`�, `� .,:� �� �, /S �,/� L W KWAY TEPS 97 �` __; � ilk w» '� �; Y , U r. F 2 5.5 � ;, � ,. � 1 � � '' w �� � "` ,. isir�ns _� ,_, � �. , x �"' fv `. _ 1 ,t .. /j.,tj ., .. d,. NEW GRAVEL W - � _ v;,.. ''�"� >� � ✓�, �' • EPS a FRONT YARD 0 > . ..... ,-�� 1� .�s e� `�'' �(� Ir 1. I iR *� � ,, . 0 2 115 1 -- — � ,1 , 152 . ,, � . fa� IN � r�� � r - - r 1;1 �� 11 Ilia , � ..- 1772.5 ,� Iry, 1 � ' �-� _ I r ��av�>:r B� _ � Q `��`' SEE REVS 1�D.4(8.2$.20), �� SHEET �►���, � � � ``� I a� k� I L. � � I , - b No. I92Q1" I WORK SUMMARY IMPERVIOUS SURFACE - SITE PLAN ;I a _ ,,, _. ,.::. . I . ., A.0.1 ' , .c .. 1 .. � + V '{ t� U�` is .a ,;1 . - � �` ' _. -� � I .. 'x .,�•� ,� `� �� r NEI�IV TI�ASF� �NCLO�UR� EL.+3�:�' ,_::�.,� EAST BUILDING ELEVATION &SITE SECTION LOOKING WEST SCALE: 1/4°' = 1'-0" .: L)aNA C.G. ��'�.LKLK ��ssac�ates 1620d Ballinger LVav NE i Lake Forest Park, WA 9815_ /� ph/ta (206) 367- �665 J/ m (�25) 765- 1 FO1 �// dcgwa I ker 1 rr��comcast. ne [. � ._,_ , . �o - RESUB .. opt o7 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O _� r 4 a N N 0 Q Z W W � � � _�. � W � a � _ � � H W 00 V� � o V I Oi' n W DETAIL�SITE, ✓j Phase/Date C.A.-PERMIT REV `�: ��"' ! � � F �� f Revisio ^; , 1 . `" _,.. � �'2� �� - it Drawn By DW )ob No. 19201 Sheet A.0.1 Of tI ' H �- 1'.�'` -� �_,__ ._—__ , r _ { '� �'' _ _ ._ __ __ _ 4.�� .�� __Y ' ,�ssaclat�s ._..� I � � y,� ' 18204 Ballinger Wav NF. Lake Forest Park, WA 987�. I. .....�. _ > phltx (206) 367- 266� p i m (425) 765- 15U I fi I -_ � .. dcgwa I ker 1 a��com cast. net �w.n.........wv�.�.a._..-..+.�s.�.......ow.�—.�.......o....u�..... T _ _ ..... t - I `._� .... .. w �.x ,. I - � yb � - _ � �� q � �� I � .��+ --, RES U B • � � `°, � Oct 07 2020 _ i `� � � I yy�� DEVELO MFEN SOERVICES `}�_n � ! ,�% I � . DEPARTMENT �� ��� I � �`� � � �� � � �• � ;�-� ,.f ,� ` � ��,� � �� � � ,� - �� . ��_- r �� �� � � j r,�s�r �` `� \� � � / r� i D 1 `\ � I �� �-` �� \�� r ,•, - ��'',_ ' • r � � � i � •� � ���w / , � � �, r II� �* ��� � i • � rr f/ Imo' �� ���r 'r. � � ;� t I � 1e�t'�,ilf�� -__ _..________-___ _-. _._______. __ .n.� st1 i .��. .� — ► .� r f� •�� i� _ _�.. _�___r_.�.--.. � � SEE REVSr �•1�.4(8.28.20), �� SHEET A� , -�� � .,� �` DETAIL�SITE, k� � {� .- . r 4 �� %' REPAIR: ��. ENTRY POF�� STAIRS �'� ti (7'-8" W X 8'-6" D = 65.2 SQ. FT.) 4 � �, (AT L.0.5 ELEV-1 ") ELEV. _ +323.2' :REPLACE EXISTING EXT. TILE FINISH SLOPE MIN. TO ,, � DRAIN TO NORTH HOUSE PERIMETER STORM SYSTEM AND REPLACE DEMOLISHED `J 1 GUARD/ HANRAILING SYSTEM WITH NEW TRANSPARENT RAILING SYSTEMS TO COMPLY � � ' � WITH 2O15 IRC/IBC SEC.311.7. AND THE ECDC16.20.040.C, AND ECDC 21.40.030 PER r DETAILS/ A.4.2. REPLACEMENT RAILING SYSTEM SHALL NOT EXCEED REQUIRED MINIMUM BUILDING CODE HEIGHT. ALL PORCH AND STAIR REPAIRS SHALL COMPLY W/ 2015 IBC, lase/Date A. -PERMIT REV ,� ��,�� IRC, BUILDING CODE NOTES SHT AND STAIR NOTES/DETAIL,SEE A.2.O.a. Rev' 'ons f � 22.,�0 � J 2 oa ,� 4 Dra �.� �� ..�. - - wn By t �� � D W •�_ _ !-. _. NE TRAS�I �NCLOSUI�E. EL.+3�9' - ]ob No. i92oi , 6"W X5'-0" D =27.5 SO. FT) heat ' AT DRIVEI�`JAY ELEV= +339.0' : W/ 6'H. STAINED WOOD FENCING ON TOP OF REPLACED A� O � 1 ,�� RETAING WALL PER STRUCTURAL DWGS.W/ PAIR OF 2'6" WOOD GATES OPENING TO NORTH STREET. SLOPE SURFACE MIN. TO DRAIN TO NORTH HOUSE PERIMETER STORM Of �. SYSTEM. ' �. � i � BUILDING CODE DATA CHART (2009 Iec, 2009 IRC, AND THE WASHINGTON STATE AMENDMENTS TO THE IBC) IRG.R325.1 ADULT FAMILY HOME (DEFINITION OF FLOOR AREA: IBC 502.1: SQUARE FEET OF FLOOR AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS ) R-3 OCCUPANCY ---SINGLE FAMILY USE (xxxxS.F.) W/ R-4-ADULT FAMILY HOME USE / 6 OCCS EXCLUDING STAFF(XXXX S.F) IS ALLOWED PER WAC Title 51 > Chapter 51-51 > Section 51-51- 0325 EXISTING PROPOSED PROPOSED PROPOSED TYPE SINGLE STORY SINGLE STORY SINGLE STORY MULTI -STORY MULTI -STORY MULTI -STORY M.S. X SPRINKLER OCCUPANCY NUMBER OF NUMBER OF NUMBER OF OF BASIC ALLOWABLE ALLOWABLE EXISTING PROPOSED ALLOWABLE EXISTING PROPOSED SPRINKLERS SPRINKLERS ALLOWABLE MULTI -STORY PROPOSED HT. IN FTI NO.OF STORIES OPEN SPACE FL. TYPES STORIES STORIES DWELLING UNITS CONSTRUCTION ABOVE GR. AREA INCREASE FLOOR AREA FLOOR AREA FLOOR AREA FLOOR AREA FLOOR AREA REQUIRED PROVIDED FLOOR AREA TOTAL GROSS FLOOR AREA (SF) R-3: 1 STORY 1.5 STORY 1 V-B (N.R.) U.L./3 NA 756 NA 2744 3619 NA YES NA R-3 SINGLE FAMILY = 2951.5 DETACHED WITH WITH LEVEL O.O R-3 AFH = 1627.5 SF BASEMENT BASEMENT DWELLING WITH ADULT FAMILY HOME (FOR 6 OCCUPANTS &'EXCLUDIN G STAFF) TOTAL GROSS SF=4579 BUILDING CODE NOTES: CITY OF EDMONDS, SNOHOMISH COUNTY, STATE OF WASHINGTON Applicable Codes: All work shall be in compliance with the 2015 INTERNATIONAL BUILDING CODE (IBC), and the INTERNATIONAL RESIDENTIAL CODE (IRC), and the 2009 Washington State Building Code Council (WSBC) Ammendments and Standards as set forth in the Washington Administrative Code (WAC), and the 2009 Washington State Energy Code (WSEC) as set forth in WAC, and the current City of Tukwila and/or King County Zoning, Building, and Construction Codes, and all other state and local jurisdiction codes, rules and regulations as adopted by authorities having jurisdiction over the work. . Code Sections which are specifically mentioned shall include all sub -sections, tables, footnotes, exceptions, etc. A copy of all of the applicable codes and amendments thereto shall be maintained on the site throughout the entire construction process, including the following: 2015 IBC -International Building Code 2015 IFC -International Fire Code 2009 IMC -International Mechanical Code 2015 UPC -Uniform Plumbing Code 2015 NEC -National Electrical Code 2015Washington State Energy Code 2 Premises Identification: per IBC Sec. 501.2, Provide Premises Identification, Building, Unit Numbers, and Addresses in contrast with their background material with placement to be in such a position as to be plainly visible and legible from the street or roadway/ driveway fronting the building/property. Letters or numbers shall be a minimum of 3 inches high with a minimum stroke of 0.5 inch.per IFC and the City of Tukwila/King County Building and Fire Department Codes. 3 Flame Spread Ratings: flame spread classifications shall conform to IBC Sec. 805. 4 Fire Extinguishers: Shall be provided per IBC Sec. 906, the City of EDMONDS, and SNOHOMISH County Fire Codes. 5 Smoke Detectors: Provide Smoke Detectors per IBC Sec. 907.2.10. Smoke detectors shall draw primary power from and be direct wired to the building power/ wiring system w/ battery backup and operation. 6 Emergency Escape and Rescue Windows: Provide in every sleeping room, in the three-story parts of the buildings only, an emergency escape and rescue window per IBC &IRC-R310.1: The minimum net clear opening shall be 5.7 SQ. FT. The min. net clear opening height shall be 24 . The minimum net clear opening width shall be 20". The finished sill height shall not be more than 44" above the floor. 7 Attics: Provide attic access, draft stops, and ventilation per IBC Sec. 1203.2 8 Crawl Spaces: Where crawl spaces occur, provide under floor construction including access, clearance, wood/earth separation, vapor barrier, and ventilation per IBC Sec. 1203.3. 9 Surrounding Materials: Provide floor and wall construction and non absorbent surfacing tubs w/ showers or showers per IBC Sec. 1210. 10 Preservative -Treated Wood: Provide preservative -treated treated wood at locations in contact with the earth, concrete, or exposed to water per IBC Sec. 2304.11. 11 Safety Glazing: Safety glazing shall be identified per IBC Sec. 2406.3; Provide safety glazing per IBC Sec. 2406 including but not limited to the following locations: A. Glazing in swinging doors B. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. C. Glazing in doors and enclosures for bathtubs and showers. D. Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of tlhe door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface, except at panels where there is an intervening wall of other permanent barrier between the door and blazing, or where access through the door is to a closet or storage area 3 feet or less in depth. E. Glazing in guards and railings. F. Glazing adjacent to stairways, ladings and ramps within 36 inches horizontally of a walking surface; when the exposed surface of the glass is less than ti0 inches above the plane of the adjacent walking surface. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 60 inches above the nose of the tread. 12 Pre -manufactured guardrail systems where required shall be designed as bidder design/ deferred submittal, and shall be provided where required per IBC Sec. 1003.2.12. 13 All exposed exterior metal not indicated to be a specific material and or have a specific finish shall be hot -dip galvanized steel. 14 Slope all concrete walk, driveways, and patios away from building at minimum slope of 1 /4" per foot. 15 �015 IBC Revisions R301.3 Story Height: Wood_& steel wall framing, insulated concrete, and SIP walls may not exceed 11 ft, Tin. Masonry wall height is limited to 13ft 7 in. ❑ R302.5.1 Garage Opening Protection: Doors between the garage and dwelling unit now require self -closing devices ❑ R311.2 Egress doors: Not less than one door shall be provided for each dwelling unit or garage. (State Requirement) ❑ R308.4.2 Glazing Adjacent to Doors: Glazing installed at a 90 degrees to a door in a closed position and within 24in of the door requires safety glazing if on the hinge side of an iln-swinging door. ❑ R310.2.2 Window Well Drainage: Window wells serving emergency escape and rescue openings now require a means to drain surface water to the foundation drainage system. ❑ R315 Carbon Monoxide Alarms: Carbon monoxide alarms now require connection to the house wiring system with battery backup. ❑ R320 Accessibility: Where there are four or more dwelling units or sleeping units in a single structure, the provisions of chapter 11 of the IBC for group R-3 shall apply. ❑ Table R602.3(3): Requirements for wood structural panel attachment when used to resist wind pressures. (Staples not acceptable where resisting wind loads) ❑ R602.10.2.2 Locations of Braced Wall Panels: A braced wall panel shall begin within 10 feet from each end of a braced wall line and be spaced not exceeding 20 feet between edges. Mllechanical: ❑ M1301 Identification &Certification of Pipe, Tubing &Fittings: All pipe, tubing and fitting used in mechanical systems now require a manufacturer's mark and 3rd party testing or certification. ❑ M1502.3 Duct termination: Exhaust shall not terminate within 3 feet of condensing units and a minimum 12 inches from the ground or any obstruction. (State Requirement) M1506 Exhaust Openings: Minimum clearance of 3 feet is required between air exhaust termination and openings into the building. ❑ M1506.2 Exhaust Duct Length: Maximum exhaust duct lengths based on duct diameter, type of duct and the exhaust fan rating. ❑ M1601.4 Duct installation: Tape &mastic used to seal sheet metal must be UL 181B listed, snap &button locks are no longer exempt from the sealing requirements. ❑ M1901 Ranges &Ovens: Commercial cooking appliances are no longer permitted in a dwelling unit. Plumbing: ❑ P2503.5.1 Rough Plumbing: Air Test is no longer allowed on PVC pipe C; P2706.1 Waste Receptors: Waste receptors shall not be installed in plenums, attics, crawl spaces, or interstitial spaces above ceilings and below floors. Waste receptors shall be readily accessible. P3103.5 Location of vent terminal: An open vent terminal shall not be located less than 4 feet directly beneath any door, openable window, or building nor shall any such vent terminal be within 10 feet horizontally of such opening unless it is not less than 3 feet above the top of such opening. G2415.12 Fuel Gas: Underground piping systems to be installed a minimum of 18 inches below grade. (State Requirement) Electrical: ❑ E3901.7 Outdoor outlets: an outlet is required for any size of deck, porch or balcony that is accessible from inside the dwelling unit ❑ E3901.9 Receptacle Outlets in Garages: Receptacle outlets must be served by a separate branch circuit that does not supply other outlets. One receptacle is required for each car space in a garage. _1 E3901.11 Receptacle outlets in Foyers: Foyers are required to have a receptacle outlet when exceeding 60 square feet. ❑ E3902.8, E3902.9, E2909.10 Ground -Fault Circuit Interrupter Protection: Laundry areas have been added to locations that require ground -fault circuit interrupter (GFCI) protection. Bathtub and showers within 6 feet, and dishwasher receptacles are required to be GFCI protected. �� E210.8. D Kitchen Dishwasher Branch Circuit: GiFCI protection for outlets that supply dishwashers installed in dwelling unit locations. Z °a" N � a _. W 0 m RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES 'DEPARTMENT W m N O GENE�4L & N '� C O W BUILDING CODE NOTES Phase/Date DD Drirw9�VVrfiA 'B D'yJ9 Job No. 19201 Sheet A.0�2 -a �f GENERAL NOTES: R-4 OCCUPANCY: ADULT FAMILY HOME PER WAC Title 51 > Chapter 51-51 > Section 51-51-0325; R325.1 325.1.THIS SECTION SHALL APPLY TO ALL NEWLY CNSTRUCTED ADULT FAMILY HOME USE OCCUPANCY Ttklf= 2NO FLOOR LEVEL I S FOR SI�N'G�LE FAl�hls Y OCCCI�P'AIN�CY R-3 t.1SE ONLY;. TH1= AfaIJLT FAIUNI�Y H04tlIE OC�C'.1JP;�NTS WILL NOT USE ,FtiNY THIS PORTION OF THIS,`FLOOR,` LEVEL OF THE STRUCTURE. 325.2 IN ADDITION TO THE REQUIREMENTS OF 1-6.1, THE SUBMITTAL SHALL IDENTIFY THEAS A GROUP R-3 ADULT FAMILY HOMW OCCUPANCY. A FLOOR PLANSHALL BE SUBMITTED IDENTIFYINGTHE MEANS OF EGRESS ASUCH AS STAIRS, RAMPS, PLATFORM LIFTS AND ELEVATORS. THE PLANS SHALL INDICATE ROOMS USED FOR CLIENTS AND THE SLEEPING ROOM CLASSIFICATIONOF EACH ROOM. 325.'3 SLE'EPIN�G ROOM CLASSIFIC.AT^ION: EA'CW'S�LEEEPINIG'ROL�1viY�N'T'f'f�E�AO'ULT�FA�@dP4�L�L*11�0>M�E'USE ,SHALL BE'CLASSIFIEDA'S BELOW: 7 . TYF'�E `S -WHERE THE @�iE,A�1S �OF 1=G1�;ESS'GONTS}41'd�15 `STAI'RS,'ELE�✓ATC��a, O'R'F'LATFORM'LIFTS. 2. TYPE NS1 -WHERE THE MEANS OF EGRESS IS AT GRADE LEVEL OR A RAMP CONSTRUCTED IN ACCORDANCE WITH R 325.0 IS PROVIDED. 3. TYPE NS2 -WHERE TWO MEANS OF EGRESS ARE AT GRADE LEVEL OR RAMPS CONSTRUCTED IN ACCORDANCE WITH R 325.0 ARE PROVIDED. 325.4 TYPES OF LOCKING DEVICES AND DOOR ACTIVATION: ALL BEDROOM AND BATHRIOOM DOORS SHALL BE OPEI°JABLEFROM THE OUTSIDE WHEN LOCKED,. EVERY CLOSaeT SHALL BE OP'ENABLE FROIV"11 THE INSIDE. OPERABLE PARTS OF DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER DEVICES INSTALLED IN ADULT FAMILY HOMES SHALL BE OPENABLE WITH ONE HAND AND SHALL NOT REQUIRETIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. POCKET DOORS SHALL HAVE GRASPABLE HARDWARE, AVAILABLE WHEN IN THE CLOSED OR OPEN POSITION THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIUMUM. REQUIRED EXIT -DOORS SI-IAtL HAVE NC1 ADDITIONAL tOCKiNG LLOEVICES. REQUI-RED EXIT.DOOR HARDWARESHALL UNLOCYC°INSIDEAND OUT'SJpI='�1ECHANI5MS WHIN EXIT:II`+1G THE B�U>ILC�ING A�LLOWINIG RE ENTRY>NTC� T�F�IE ADULT FAMIL`�' HOMEINITHOUT TF�tE IJSE 4F A �K-EY, TOOL, OR SPECIAL KNOWLEDGE. 325.5 SMOKE AND CARBON MONOXIDE ALARM REQUIREMENTS: ALL ADULT FAMILY HOMES SHALL BE EQUIPPED WITH SMOKE AND CARON MONOXIDE ALARMS INSTALLED PER R 3114 AND R315.1. ALARMS SHALL BE INSTALLEDIN SUCH A MANNER SO THAT THE DETECTION DEVIGE WARNING IS ALIDfBLE FROM' ALL AREAS OF TH'E DWELLING.. U'P'ON' O'F A SI'N�;CE ALARM'. 325.E ESCAPE WINDOWS AND DOORS: EVERY SLEEPfNG ROOM SHALL BE PROVIDED WITH` EM'ERGEN'CY ESCAPE AND RESCUEtiVfNDOWS AS REUIRED BY R 310. NO ALTERNATIVES. NO ALTERNATIVES TO THE SILL HEIGHT, SUCH AS STEPS, RAISED PLATFORMS OR OTHER DEVICESPLACED BY THE OPENINGS SHALL BE APPROVED AS MEETING THIS REQUIREMENT. 325.7 FIRE APARATUS, ACCESS ROADS, AND WATER SUPPLY FOR FIRE PROTECTION: ADULT FAMI-LY FiO;M1=S SHJ�LL 6)=SERVED B'Y FIRE AF°i�,RATU5 ACaCES5 ROADS AND WATER SUPPLIES THE ADULT fMILY HOME OCCUPAf�C�';/USE SHAt'L 1!�IEET A't.'L. 5tii�'Wk1i� 'O'R U'N`Si�i'O�N �ECTi'O%i'S OF T'HYS 'CODi= S'E'CTIt7�N 'R SEBHAT/NAIZGHI RESIDENCE: BUILDING GROSS FLOOR AREAS AREAS SHOWN IN SQUARE FEET EXISTING CONDITIONS DESCRIPTION IBC OCCUPANCY BASEMENT MAIN LEVEL SUB TOTALS EXISTING FLOOR AREAS (CONDITIONED) R-3 308 1343.625 165'1.625 EXISTING FLOOR AREAS CONDITIONED) R-4 992 0 992 SUB TOTALS 1300 1343.625 264B.625 TOTAL GROSS BUILDING SQUARE FOOTAGE AREA 264C.625 SEBHAT/NAIZGHI RESIDENCE: BUILDING GROSS FLOOR, AREAS AREAS SHOWN IN SQUARE FEET PROPOSED CONDITIONS DESCRIPTION IBC OCCUPANCY BASEMENT MAIN LEVEL SUB TOTALS CONDITIONED FL. AREAS EXISTING FLOOR AREAS R-3 308 1343.625 1651.625 NEW/ADDITION FLOOR AREAS R-3 992 0 992 SUB TOTAL CONDITIONED FLOOR AREAS 1300 1343.625 2643.625 OTHER FL. AREAS MECHANICAL/ELECTRICAL ROOMS R-3 68 68 TOTAL GROSS BUILDING SQUARE FOOTAGE AREA 2711.625 REMODEL FLOOR AREAS KITCHEN, MA BATH, BATH111, BR.4 R-3 Q 310 310 LIVING DINING -DOOR RELOCATION R-4 65 65 SUB TOTAL REMODEL FLOOR AREAS 65 310 375 EXTERIOR CONSTRUCTION PATI0ILANDING R-3/R-4 265 265 RE -BUILT NEW DECK/STAIRS R-3 0 432 432 SUB TOTAL EXTERIOR CONSTRUCTION 265 432 697 1.26.20: SUMMARY FLOOR AREAS: S.F, S.F. TOTALS 1719.625 EXISTING (TO REMAIN 0 _ ADDITION 375 REMODEL �697 DECK/PATIO FIRST FLOOR LEVEL FLOOR AREAS GROSS SF CONDITIONED FL. AREA _ EXISTING FIRST FLOOR 1300 ADDITION FIRST FLOOR 1343 TOTAL CONDITIONED SF 2643 EXTERIOR CONSTRUCTION DECK 432 RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �--- 0 0 = � N aN ,� W 0 W Q � H = m W � W 0 � W � �3 'a N �, �' 'a � � 1� ,�, W ENEItAL & (BUILDING CODE NOTES Phase/Date DD Revisions, Dora wn By ,D'W Job No. 19201 Sheet A■®■� �� Of SEBHATU/NAIZGHI RESIDENCE ADDITION 2015 WSEC RESIDENCE 20'15 WSEC: ENERGY COMPLIANCE NOTES SEBHATU/NAIZGHI RESIDENCEREMODEL/ADDITION 2015 WSEC ENERGY GODS COMPLIANCE 2015 WSEC RESIDENTIAL COMPLIANCE: CLIMATE ZONE 1; HEAT SOURCE: OTHER -GAS: CHAPTEIR 6 &TABLE 6-1: PRESCRIPTIVE OPTION III; CHAPTER 9: OPTION: 5b IBC TERMAL ENVELOPE CRITERIA TYPE: A-1 DETACHED DWELLING, OCC. GROUP R-3: DUPLEX, PERMANENT DWELLING UNIT/APARTMENT I-r1=ATrnrG�re00LrnrG CNA.I IIv67 SrH,4�t nt/ai INEa 51'SI tm: �rr���t rlr_r�.l IINc; PROPOSED SPA.CE� HEATING SYSTEM: OPEN DIRECT GASITYDFRONIGINFLOOR NATURAL GAS- FORCED Al R;�FURNACE SYSTEM SHOWN: NATURAL GAS FORCED AfR FURNACE COOLING SYSTEM: SEBHATU/NAIZGHI RESIDENCE REMODEL/ ADDITION 2015 WSECADDITION 2009 WSEC DESIGN COJ!��P0�1,ENTS TABLE 6-4,REQUIF2EMENTS RROP.OSED C�.4�AAT'EZ{1b11E'L„OP'ft'G@ltl't� O�fsC'i�11�t0$�'t'XF'CC'')$�t4PC;L'�°7• �t3TfCR:�LLSIORtS C0111PP6?�hfl€Mll° R VrdtLE�E` UfF VALIfE I�R'O`F/IIDED f� !�!ALU'E Yfl'F VALIfE NOTES ��- ,�;. - ADDITION: GLAZING AREA % OF FLOOR AREA PROPOSED ADDITION WSEC GL.AZlNG COMPLIANCE: GLAZING % OF MAXIMUM U GL.AZWG °I° OF MAXIMUM U FLOOR:AREA VALUE -FLOOR AREA. !;<A'LUE UNLIMn'ED U = 0-39 SEE BELOW: GLAZING U-FACTOR 17. U = 8 3(} ADDITION: SQ. FT. GLAZED AREA: 343.31 /1146 SF FLOOR AREA (30 %� = OK PER T6-1, OPTION 3: GLAZING AREA "� OF FLOOR AREA 15 41NLIMFTED- - (NOTE: ADD MECH/ELEC. ROOM SF IF CHANGED TO CONDITIONED SPACES] GLAZING U-FACTOR PROVIDE SAFETY INSULATED GLAZING /ASSEMBLY PER `GLAZING PER IBC SEC. VERTICAL GLAZING U = 0.3U MAX. U. VALUE SHOWiN. U = 0.3Q 2406 OVERHEAD GLAZING : NA NA NA , EXTERIOR DOOR U-FACTOR ALL GLAZING AREA 1N GLAZING IS SHOWN IN CALCULATIONS -SEE DOORMlINDOW EXTERIOR DOORS U = 8.2LI SC WOOD 1 3J4" OR MIETAL R-5 Wl TB R - 5 U = I).20 SCHEDULE A.2.b CEILINGS: 13" OF R-49 HIGH PERFORMANCE BATT INSULATION.cQ F2-3,8 PER INCH. (BAFFLED}; OR: 7"MIN'.. POLYISO FOAM INSULATION @ iR = 7 PER INCH = R-49 TOTAL; OR: 8"' MIIN. OF CLOSED 1'° MIN. CONTINUOUS CELL SPRAY POLYURETHAN FOAM @ AIRSPACE ABOVE W/ ATTIC /NON -VAULTED CEILING R-49 R= 6.5 PER INCH. = R - 49 TOTAL. R-49 BAFFLES EAVES 13" OF R-49 HIGH PERFORMANCE BATT INSULATION @ Ft-3.8 PER #NCH (BAFFLED); OR: 7" MIN.. POLYISO FOAM INSULATION @ !R = 7 PER INCH = R-49 TOTAL; OR: 8" MICd. OF CLOSED 1" MIN. CONTINUOUS CELL SPRAY POLYURETHAN FOAM @ AIRSPACE ABOVE W! ROOF DECKS (IF OVER CONDITIONED SPACES). R-49 R= 5.5 PER INCH. = R - 49 TOTAL R-49 BAFFLES @EAVES 13"' OF R-49 WGH PERFORMANCE BATT 11+iSULATION @ R-3;8 PER fIwICH (BAFFLED}; OR: T° MIN.. POLYISO FOAM INSULATION @ R = 7 PER INCH = R-49 TOTAL; OR: 8" MIPV. OF CLOSED 1" MPN, CONTINUOUS CELL SPRAY POLYURETHAN FOAM @ AIRSPACE ABOVE W/ FLAT OR VAULTED CEILING R- 6.5 PER INCH: - R - 49 TOTAL. R-49 $APPLES EAV WALLS ABOVE GRADE 2 x 6 WALLS W! R-21 BACKED ADDITK)N 2 X 6 WALLS R-2? (INT) FIBERGLASS BATT tNS�ULATION R-2 1 (INT} WALLS BELOW GRADEPOSED , INTERIOR: BASEMENT I�_1p 2 x 6 WALLS W! R-21 BAACKED BELOW GRADE WALL TO SULATED ON FIBERGLASS BATT INSULATION WITH BELOW GRADE FLOOR EXTERIOR: B ASEMENT R-21 W/ TB THERMAL BREAK R-21 WJ TB LEVEL .....,...�.o._.. _, ..,. FLOOR: OVER UNCONDITIONED SPACE 1°MIN. CONTINuaus FLOOR: OVER UNCONDITIONED SPACE- PROPOSED R-30 BACKED FIBERGLASS BATT AIRSPACE ABOVE W/ ADDITION CANTILEVER R-30 U = Q.029 INSULATION 9 1f2"° €&3ii U = m:f129 BAFFLES Q EAVES FLOOR: SLAB ON GRADE FLOOR: SLAB ON GRADE - 2015 RE�ID�NTIAL MECHANICAL EC�UIPMIENT NOTES 1 Gas heating system HWH and other components shall be sized and located lay Mechanical/Electrical subcontractors to meet the2015 If�1C and the 2015 Wa�hingtQn State Energy Code requirements and submitted as a Bidder Design/Deferred Submittal Notes, Sheet A.0.2. PROPC3SED SPACE HEATING SYSTEM: NATURAL GA5 FORCED AIR DUCTED HEATING SYSTEM 2 Provide heating devices in mechanical rooms as required to malintain minimum ambif;nt temperature as required by manufacturer of systems Arid complly with the pertinent codes/ordinatrces. 3 Dryer exhaust duct shall be exhausted to the outside per IMC and limited to 14 feet qn length with a maximum of vivo 90 degree offsets unless tested for longer lehgths by the dryer manufacturer and shall comply with the 2009 IMC and submitted as a Bidder Design/deferred submittal item. 4 Exhaust Duet Sizing shall comply with IMC &IRC. Flexible duct shall not be used. Exhaust fans shall be ducted to the exterior taf the building. 5 Dishwashers shall be equipped vyth an atmospheric vacuum breaker mounted above flood level rim of the sink, per UPC. 6 Pilots, burner, heating elements, and switches for water heaters shall be a minimum of 18" above the finished floor per IMC. 1 The addition and Remodel to this existing,sahgle family residemtiad kauildinh�dl :comply all r•.equtrzements ai'the. 209g; Ed4tiorr of the• 1l3�G � tRC arrd� Wash-bngfi�n- Stafie Amen�t ts�; t12 'mod" "orl bf the• Washington State Energy- C'ade, and all applicable City of Edmonds Amendments. ��''! The applicable Energy Code is the Washington State En � Cod�015Edi�on/WAC Ch. 51-11, The scope of the work of this project shall meet the WSEC by Chapte,.r 6: Building Design By Prescriptive Requirements Approach TABLE 6-1 & CH. 9 Option 5b. "' 2 All Building Components of the Building Envelope shall comply with the Design Values, U or F Factors, as shown in WS�E�G.DE:S4'G�d K7GPOt�1�NTS°Ci11AE2T (Phis Sheet)_ 3 A,II exterior�resid�ential+a�i,ndowsshall be CBU�,L GLAZE�DIt+tDp'1�15 BY APPF�OVED'ArlAhl'UFACTURER: 'REAR WfhtDOW S'Ct�tEDU1_E �A�tD BIttLDtN�G �EL'EVAT4t�`N'>`4t4fkT#{ AWEI�H�"ED AVERAG'EJU-�FA�TO{P. PEt~t 1EC.-0O2.7.2 TO NOT EXCEED TABLE 6-1, OPTION fll REQUIREMENT: U = 0.30. AS SHOWN IN THE WSEC DESIGN COMPONENTS CHART (This Sheet). The U-Factor/Solar Heat Gain COEF shall be certified &labeled by a NFRC licensed agency. 4 All exterior residential glazed doors. and. residentaal doors; w/o g+laaing shall have U-vaPu'e per the WSEC DESIGN CQtvtPONENTS CHART (This Sheet). 5 AH insulating materials and installation shall comply wrtl°r CFi 5f}2: �:4''a'rtd'rnstalled° per manufacuturer's instractians tz� achieve or exceed min. thickness and maintain minimum. uniform R-values with visible R-value ID mark. 6 Insulation Materials shall comply with SEC 502.1.4.2 for flame spread rating. 7 Provide clearances from insulation as required by manufacturer's specifications, and install all insualtion to provide arnobstructed n:titafii�an.sp�voes tftrcrwgtl permanent retairrerJtaaftles;,:attt+ic taaffies per WSEC Sec. 502.1.4.5 and IBC Sec. 't 2t73:2. 8 Attic, crawl space, or concealed space access doors s'ha9i be vseatl7erstrippr� an11 insulated to a'ievei aq>xivalent to the insulation on the surrounding surfaces per WSEC Sec. 502.1.4.4. 9 All Glazing and Exterior Doors shall be labeld with the NFRC certified label showing the maximum U Factor per the WSEC DESIGN COMPONENTS CHART (This Sheet); one unlabeled/untested door of max. 24 sq. ft. is allowed per Sec. 502.1..5.2 Ex. 3, any glazing in this door shall be included in glazing calculations. 10 Provide M1A+oisture Car�trol with. vapor retarder on warrXt side of insufatioln ixr ftiacxs rooffeeiings; wads„ and as g�ot�r�i cover i n< crawl spe.s pe,r Sec. 502.1.6�.3: 11 Limit air leakage in all structures or portions thereof inccuding doors and windows, and provide seals and weatherstripping at all exterior joints and seams including doors and window framesopenings at penetrations at ails, floors, roofs, and all other openings in building envelope; recessed lighting, Building Envelope air leakage shall be tested by blower door per SEC. 502.4.5 12 Mechanical Systems design requirements; system and component performance, controls, and insulating systems and �d>uct seat�irrgshad aompNy with Sec. 503; arAd oalcutati�ar� foa- Heatiaag✓C�o�oairtg loads �ar�d System S�orng t.:wxrlits shall be per G..1�03:2. 13 Domestic Water Systems design criteria and equipment selection shall comply with Sec. 504. 14 All Lighting shall comply with Sec. 505; Interior Lighting shall comply with Sec. 505.1; Exterior Lighting shall comply with Sec. 505.2 2015RESIDENTIAL VENTILATION & AlR t�UALITY NOTES 1 PROVIDE MECHANICAL VENTILATION OF DWELLING U(�11TS PER the 2009 IBC, IRC, WSEC, IMC, IPC, AND IEC ,and all applicable Washington State and City of Tukwila Amendments. 2 Source -Specific Ventilation shall consist of one exhaust fan in each powder room and bathroom, and a range hood with minimum 1(�0 cfm at 0.25 inch water gauge in each kitchen, 3 Whole House Ventilation shall consist of a whole -house Para in accordance with the table of sizes below. This fan is in addition to source -specific ventilation fans and the two functiohs are not to be combined. The whole -house fan is to be controlled by a timer allowing operatioh from a minimum of 20 minutes per day to a maximum of continuous operation. Where indicated/required, a whole house fan shall be located per the VENTILATION SCHEDULE, with fan noise max.1.5 sones per Sec. 30i3.4.1.2. 3 Where indicate_ d/required per the Mecharnical Documents, provide new make up air shall be provided at all Bedrooms and Habitable Rooms with through -window air inlets (unless make up air is to be prAuided otherwise by IVlecharlical Design System as a deferred submittal. Make up Air inlets shall be rated at 1:�CFM. Within the Residential Units, all doors to enclosed habitable rooms, bedrooms, and rooms ccontaining tha whole house ventilatioh fan shall be underclat 1/2" to insure adequate air flow. Provide ©ne (1) window with air inlet panel in the sash in each habitable room. Kitchen/dining areas shall be considered a separate habitable room euen thpugh not separated, Ihfet shall provide In 10 qfm at 10 Pascals as deterrrnined by the Hamq Ventilating Institute Air Flow Test Standard �(N1ll 901). 4 Fans shall prs�vide the following mihimum ratings at Q.2� inch water gauge: �U�ATIOP�--------_- - EXISTII�O E�UILDING CFM RATING ,. LEVEL ,Q rm 111 BATH '°„ '� (VERIFY, ADD FAN IF N0�1" EXISSTING) �� LEVE NEW L NEW I ADDITION TO ADF USE R LEVEL 0.0 RM 03LAUNDRY/ LE HOUSE GARAGE HALL /S i AIRS �G AFH BATH2 ADD FAN(REMOVE EXT. WINDOW':G KITCHEN EXISTING RANGE HOOD EXHAUST FAN C.FI�i1fPANASONIC VF-OSVQ2 OR EQ. CFM/PANASONIC Vt=-OBUQ2 OR EQ. 9�} GFNI/PANASONIC _____ VF,11Q2 OR EQ. 75 CFMJPANASONIC VF-t78VQ2 OR EQ. SHALL BE SIZED IN ACCORDANCE W/ IMC SEC. 1507.3, PROVIDE MAKE UP AIR IF OVER 400 CFM PER 1503.4. RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q 0 � N a N o W � O W �/ Illlb Z � � Q m W �%i v W 0 � W � `° � � � c N ,"'. N C o � W ENERGY, VENTILATION 8. MECH.CODE NOTES Phase/Date DD Revisions / ���� 1, ��? 20 I Drawn By DW I Job No. 19201 Sheet A.®.3 Of FLCK3R A38EMBLY ROOF PLAN NOTES �� 1. CONSTRUCT AND FLASH ALL ROOF EDGES AND PENETRAT{ONS PER CURRENT SMACNA � "-" �"`" POINT OF RI$!r� $Nt3�! Book3 MANUAL. � ON PLAN -----_.--....._: _. ____.._ � 2. PR4VIGtE ROOF COVERING ASSEMBLIES, IVIATERIALS, AND INSTALLATION OF FIRE BLOCKING � '; . W CLASSIF{CATIQN "C"' MINIMUM LISTED AND TESTED SYSTEMS AT ALL ROOFS PER !RC SEC. i'C3tP, I�TT4M, AND I � HANDRAIL TYPICAL FOUNDATION PLAN NOTES: , R� ABLE 150��,�`�.---f .r SfsAN OF STAlR� ' PES Td BE AS LLOWS: �, _. _ ., _.... _ _ -.._.� ' 1 DtNkEN:S'ION'S' ARE TO FACE OF CONCRETE (F.O.C.), FACE OF STUD (F.O.S'), FACE OF POST (F.O.P), FLAT SLOPE ROOF DECK 1/4":12/FT .�, .,-?�J= _ _ OR CENTERLINE OF PARTY WALLS (C.L.), TYPICAL UNLESS NOTED OTHERWISE- (U.N.0). VERLF'Y SLOPED ROOF: VARIES PER PLAN - 4:12 TO 9:12 y �, 2 ALL DIMENSIONS. EXTERIOR WALLS TO BE 2 X 6 STUDS, TYPICAL (U.N.O.). INTERIOR WALLS ARE TO BE 2 X 4 STIUDS, CRICKETS 1/4":12/FT PATIOS, TERRACES, BALGONEES, DECKS 1/4"/FT � � _ I TYPICAL (U.N.O. AS SHOWN AT PARTY, BEARING, SHEAR, AND PLUMBING WALLS). FLOOR PLANS IN SECTION A.4 OF THE DRAWINGS. FOR DETAILED INFORMATI(DN NOTE; VERIFY ALL EXISTING AND NEW SLOPES ON SITE, DESIGN INTENT TO BE PER ROOF FRAMING, ROOF t' � � � 3 4 SEE INDIVIDUAL ON DIMENSIONS, CONSTRUCTION, DOORS, WINDOWS, ETC. SEE FRAMING AND FOUNDATION SECTIONS AND DRAWINGS FOR DETAILS, DIMENSIONS, AND PLAN, SECTIONS AND ELEVATIONS 4. FOR PLATE HEIGHTS SEE BUILDING SECTIONS AND BUILDING ELEVATIONS, A.3 SHEETS. � � 5 STRUCTURAL INFORMATION. PROPERTY L►NES ARE SHOWN FOR GENERAL INFORMATION ONLY. SEE THE SITE PLAN IN 5. PROVIDE VAPOR BARRIER NOT EXCEEDING 1-PERM TO BE INSTALLED ON THE WARM SIDE OF CONDITIONED SPACES. � .' H., SECTION A.1 OF THE DRA�JINGS FOR SITE LOCATION OF THE BUILDING. SEE BUILDING SECTIONS AND ELEVATIONS IN SECTION A.3 OF THE � ATt'IC VENTILATION IS REQUIRED AT ALL ENCLOSED ATTIC QR RAFTER SPACES. ""- � � RUBBER. BASE (TYP) 6 FOR PLATE HEIGHTS DRAWINGS, AND DETAILS SECTIONS IN SECTION A.6 OF THE DRAWINGS. AND ROVIDE CONTINUOUS VENTING AT ALL ROOF ATTIC $PACES. NOTCH AND/OR PROVIDE ROOF VENTILATORS, WALL TO ROOF VENTS, OR OTHER MEANS AS REQUIRED AND SHOWN 7 THE FIRST FLOOR CONSTRUCTION SHALL BE SLAB ON GRADE PER FLOOR ASSEMBLY TYPE INSULATION SHALL BE PER THE ENERGY COMPLIANCE � THE A.1-(.IC VEMiLATiON CALCUlRT10NS CHART BELOW. PROV{DE CROSS VENTILATION STRUCTURAL DRAWINGS. SLAB COMPONENT CHARTS IN SECTION A.O. NO CRAWL SPACE OR UNDER/FLOOR VENTILATION IS AND MINIPitUM NET FREE VENTING AREA PER IRC SEC. R806/IBC SEC. 1203.2. 1 1/8" PLYWD RISERS I;iYR} SHOWN.PROVIDE U'NDER', FLOOR. DECAY AND TER'MiTE PROTECTION. PER.. IBC.23fir4:1.1. ATTIC ACCESS OPENING PER IRC R807, IBC SEC. 1209.2, AND 1203.2.1; ATTIC .� 1 1/8" PLYWOOD TREADS 8 9 PROVIDE U'N'DER PROVIDE WOOD/EARTH SEPARATION PER IBC SEC. 2304.11. WOOD STRUCTURAL MEMBERS PER IBC SEC'. 2306.9 THRU 2308. CCESS PANEL ASSEMBLY SHALL BE LISTED AS REQUIRED FOR FIRE -RESISTANCE RATING. 3VVB ATTIC ACCESS SHALL HAVE A MINIMUM CLEAR OPENING OF 22" x 30" WITH A MfNIMUM HEAD V1�-iERE REQUIRED ! Ili + �� (,r,YP) 10 PROVIDE FOR DETAIL LOCATION OF FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES, SEE BUILDING CLEARANCE OF 30' ABOVE THE OPENING. PROVIDE INSULATION, INSULATION DAM, AND -`--- (2) 2x12 BTRINC3ER9 (� 11 SECTIONS IN SECTION A.3. y`fiHER STRIPPfNG AS REQUIRED. 8. PROVIDE FiREBLOCKING PER SEC. IRC, R301.11! IBC SEC. 712.7 AND DRAFT STOPPING 1 1f2"' MAX RUN CENTER AND Zx1Z W/ 2x4 12 FOR DETAIL LOCATION OF WALL ASSEMBLY TYPES SEE BUILDINGFLOOR PLANS, SECTIONS A.2 FOR THE SEPARATION OF CONGEALED SPACES PER IRC SEC. R 302.12tiBC SEC.717.3.2. STRONGBACK3 � EACH 3SHEETS SfDE WALL (1'YF') AND A. 13 FOR WALL, FLOOR, FLOOR/CEILING, AND ROOF/CEILING ASSEMBLY TYPES, SEE SECTION A.7. g_ ALL ROOF DRAINAGE SHALL SE TIGHT LINED TO STORM DRAIN SYSTEM TO BE USED FOR IRRIGATION. R-3 OCC.V-� CONSTRUCTLON TYPE FLOOR PLAN NOTES __ _- _ _. ___ _ 1. DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.) CENTERLINE OF -- - , _ _ _ '�/' / WALL (C.L.), CENTERLINE OF DOOR/WINDOW ROUGH OPENINGS (C.L.) TYP (U.N.O.). VERIFY ALL 3 1 T P UN�T ��T`ER�OR ��AIR� 0 8" 1' DIMENSIONS. 2. EXTERIOR WALLS TO BE 2 X 6 STUDS, TYPICAL (U.N.O.). INTERIOR WALLS ARE TO BE 2 X 4 - A.2A ;���`�; 3��n =1 t+�r� _ STUDS, TYPICAL (U.N.O. AS SHOWN AT PARTY, BEARING, SHEAR, AND PLUMBING WALLS). -. 3. ALL CONSTRUCTION. IS TO BE NON -RATED WITH 1-HOUR FIRE RATED OCCUPANCY 1x 1NOOO SILL _ ...__.. SEPARATION BETWEEN DWELLING- UNIT (R-3 OCC.) AN,D GARAGE (U OCC.) PER ASS�EMBLCES (A.7 1" 1/4" 1/4" - ix3 APCiON E.A. SIDE, MITER 1=i.GE#UNt�i A! SHEETS) TYPICAL (U.N.O.). CORNERS `"'"' a' 4. PROPERTY LINES WHERE SHOWN ARE FOR GENERAL INFORMATION ONLY. SEE THE SITE PLAN I 1 11d" DIA. VVOOtJ HANDRAIL �il`� ��-'+G!!'�� IN SECTION A.1 OF THE DRAWINGS FOR SITE LOCATION OF THE BUILDING. �,�-�- 5. FOR PLATE HEIGHTS SEE BUILDING SECTIONS AND ELEVATIONS IN SECTION A.3 OF THE � MTL ���_ BRACKETStg 4' O,C. MAX -"'"-� DRAWINGS, AND DETAILS/ SECTIONS IN SECTION A.6 OF THE DRAWINGS. �� NOS 6. FOR DETAIL LOCATION OF WALL ASSEMBLY TYPES SEE FLOOR PLANS SECTION A.2. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS AND ASSEMBLY SCHEDULES. �-���- �"""" 7. FOR FLOOIR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE.BUILD�IIV�G SECTI�CQNS A.3 � M FLOORiCEILINf3 ass�talsa.'r . , .... �.---- BLOCKING SHEETS, AND ASSEMBLY SCHEDULES A.7 SHEETS. � PROVIDE ATTIC ACCE'S'S OPENING WHERE"SHOWN PER IB'C SEC. 12�8.2. ATTIC ACCESSS PANEL z �_--- AT UNSUPPORTED WALL - . � a -FRAMING, $SD 8. ASSEMBLY SHALL BE LISTED AS REQUIRED FOR FIRE -RESISTANCE RATING WHERE SHOWN. ATTIC OPENING OF 22" x 30" WITH A MINIMUM HEAD CLEARANCE `.' PROVIDE 32" FRAMING STRAPS AT EACHStD�OF '-"` LAST z 3TUOS ENO � R W iv (2) 7Ji12 STRlNt3ERS AT ACCESS SHALL HAVE A MINIMUM CLEAR �, OF 30" ABOVE THE OPENING. PROVIDE INSULATION, INSULATION DAM, AND WEATHER STRIPPING (� coNomoN ,� '�" �i� CENTER AND {1j 2x12 W/2x4 6TRONGBACK AT EACH SIDE AS REQUIRED. V-1 HR. WALL ASSEMBLIES SURROUND TUBS AND SHOWERS, EXTEND TYPE'X' GWB TO ' 1 -�-�-- BI.00i<ING A8 ����, s.s.o. WAIM�., `('�(�7 9. WHEN BASE PLATE, TO ACHIEVE 1-HR FIRE RATING. USE WR GWB OVER SUCH TYPE 'X' LAYER AS gpsE �,p REQUIRED, �r�., t C7 1 1/S" I'LYWOCJD TREADS i 0. PROVIDE SAFETY GLAZWG WHERE REQUIRED BY IBC SEC. 24Q6 PER. GENERAL NOTES, SHEET r ., ., AND RISERS, TYP, C3LUE AND A.o.1 , .:....................... `�` ...� � ��� :'•. I r '�`� SCREW TO STRINGER; STAIR NOTES STAIR, RAMP, AND LANDING NOTES ._,,,, 1 SEE STRUCTURAL DRAWINGS FOR FRAMING OF: FLOORS, WALLS, ROOF/CEILINGS, STAIRS, RAMPS, LANDINGS, ETC. � _� '2�� ALL STAIRS, LANDINGS AND RAILINGS SHALL CONFORM WIT�'`2015 „,IBC, SEC. 311.PROVIDE SLOPE FOR DRAINAGE„MAX 2%. ___� - �- -- �` g MIN. HEADROOM/HEIGHT CLEARANCE 6' - 8" PER IBC SEC. 1003.3.3.2, WIDTH MIN. 3' - 0" PER IBC SEC. 1003.3.3.1 EX. 1. 4 TREADS AND RISERS PER IBC SEC. 1003.3.3.3, EX. NO. 5 FOR R-3 AND U PER 101.2: MAX. RISER HT. SHALL BE 7.75 INCHES AND MIN. TREAD DEPTH SHALL BE 10". A NOSING OF NOT LESS THAN .75 INCH AND NOT MORE THAN 1.25 INCHES SHALL BE PROVIDED WHERE TREAD DEPTH IS LESS THAN 11 INCHES. 5 FOR LOFT LADDER ACCESS: PER 2009 WSBC AMMENDMENT TO 2009 IBC SEC.1009.15: GENERAL STAIRS OR LADDERS ARE ALLOWED EXEMPT FROM SEC. 1009 REQUIREMENTS WHEN WITHIN AN INDIVIDUAL DWELLING UNIT USED TO GAIN ACCESS TO AREAS OF 200 SF OR LESS AND NOT CONTAINING PRIMARY BATHROOM OR KITCHEN. g ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE PROTECTED W/ 1/2" MIN. GWB ON ALL WALLS, CEILINGS, &SOFFITS PER IRC SEC. 1009.6.3, EXCEPTION FOR R-3 SF DWELLINGS. 7 INSTALL FIREBLOCKING AT STRINGERS TOP, MIDSPAN, BOTTOM AND AT ADJACENT WALLS PER IBC SEC. 716. g PROVIDE CONTINUOUS HANDRAILS PER IBC SEC. 1003.3.3.11, TO BE ALLOWED ON ONE SIDE PER EX. NO. 2, AND OTHER R-3 EX. NOS. 3, �, AND 5 ARE PERMITTED. �- .�,�����a �. i g PROVIDE GUARD AND HANRAILS ALONG OPEN OR GLAZED SIDES OF WALKING SURFACES INCLUDING FLOORS, LANDINGS, STAIRWAYS, RAMPS WHICH ARE LOCATED MORE THAN 30" �/' ABOVE THE FLOOR OR GRADE BELOW PER IBC SEC. 1003.2.12.'IN THE' FRONT YARD: THE HEIGHT OF RAILING SYSTEMS SHALL NOT EXCEED THE MINIMUM IBC CODE REQUIREMENT. i , i ' • �.___ 2x12 STRINGER ^- SPACER 11 5/8"TYPE `X' G.W.B. f� ' STORAGE UNDER STAIRS - -{wai.�. asseaneuv ' 5 _ ,6�1lC�RAIL / GUARDRAt! �� UNIT STAB" �" 1' 2 - - �'� S tuuy.d.s tnciosures unaer stairways. ! ne wars ana 10 �".. . soffits within enclosed usable spaces under enclosed and ,� ' �--q unenclosed stairways shall be protected by 1-hour fire- �`�i �._ resistance -rated construction or the fire -resistance rating of �` wV the stairway enclosure, whichever is greater. Access to the �+ ' ,, enclosed space shall not be directly from within the stair ' ,f enclosure. �� '"� 11 ..... Exception: Spaces under stairways serving and contained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side i with 1/2-inch (12.7 mm) gypsum board. ,� �,/� SE�T10N INT. STAIRILAND�NG SCALE; `1 1/2�,�1��� 1" TYP t1 112" 1l2" 4� tr � GL. U� . � �EGl`1�7N � INT. STAtRCS.O.G. _ a2.o. SCALD; 11/2"-1'-0„ RUBBER BASE 1=`ER FINISH 5CHE0, HANGER,SSD 2xB BLOCKING BETNIIEEN STRINGERS (� 16" Q.C. Q 3'I ®" 1, I4�LaOWCEiL1NG ASSEMBLY RUBBER BA6E 1 1!8".PLYWdOD TREADS ANLi RISERS, TYIN FLOORING pER FIN18H scH�DUL>=, As3.�l (2) 2x12 STRIN®ERS AT CENTER AND 2x1 � Wi 2x4 STRt�NGBACKS A `I. EACW SIDE WALL, TYP 2x6 BLOCKING 2x6 BLOCKING 8�'I�WEEN STRINGERS (� 18" Q.G. CaWl3 o Ott ®" a c� 76204 Ballinger Way N Lake Forest Park, WA 9Bt5 m (925) 7fx5- I503 dcgwatkerl¢acomcaet.n RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I. � _ N N_ o W 0 ®a W Q � � m � W o � W � � .� � sv � 3 � E �/ ii !Ww Y/i 0: � W FLOOR LEVEL 1.0 �1.5 FLOOR FRAMING PLAN NOTES � LEGEN®S; STAIR INFO. Phase/Date DD I Revisisrs ( �I I��_ �� }� �� 2 �, � -� Draw-wn By DW C Job No. 19201 t Sheet ,1' A.2.O.a � Of �..T .,,..�,.� G1 -` G p G1 O ,�°ro O $ O � � O rn D Q v A, � rn O N � � � � � W w Z � v � �' � m 1` ''' T C � m C � p C � O L �.. � T D �{ Z o C z m t7 O � 3 a � m m = -.. D n cn ci c rn n .� II r O Q �Q N � y V � J3 Ir+ Q�9 A Y � 4r -� V -0 � � w a �to 'rt N '1'1 Z G7 D �m(r1 D W ('''r j� W �•1s � p n C � m �' td .� --i � � rn � p � ...a rT1 c, �'" m a m C O C O ram- D� Z TI 'S X m � D z �'D rx^' R' � D � m O i 3s C. � O � X � O rn IN � w �rgoo��T�' m �� rn Z m O D o ,''' �' S' °' � g' Z Z � O m � < a � o � � � � �zcczig � - x � N m D p � � O � � (+n N ' D � D Gtz'� n '� iV N � � ycpn � m ''-.� D c7 � S D O s Z d -{ � n p � D C m m 74 � PV ly � G1 m �, C vl L^ O � � w m � GS D p m f;A m X ?y � �_ WINDOWS GLAZING T07AL 743.73 S.F. m V X ram' i n m O O 2 m � m �. (r^�-� TOTAL WINDOW AND DOOR GLAZED AREA = 1060.67 9F � L A m D WSEC GLAZING ! SF EQUATION: - OnY p „'n� �, � SQ. FT. GLAZED AREA: 1060.6SF GLAZING / 6047 SF FLOOR AREA 17.5°% -. O � A � �+ � N � N '. � . N m `INTERIOR BOOR SCHEDULE: 1 UPDATED T.SEBHATU RESIDENCE 7.2.19 DELETED RELOCATED NO CHANGE BUILDING ENVELOPE OPENINGS SCHEDULE 4 I i A �] l D i� :N i� :� f� i "fl m Z1 t C �� � Q �'m 0 O 0Y a� �° N� 0 EXTERIOR WINDOWS NO. LOCATION TYPE WIDTH HEIGHT GLAZED TOTAL OPENING FRAME GLAZING GLA99 INSECT EGRESS SHALL COMPLY WITH IRC NOTES SYMBOL AREA S.F. WSEC SIZE/ S,F. MATERIAL TYPE SCREEN WINDOW SAFETY GLAZING PER /�� GLAZED SHALL COMPLY WITH RJ10 <,- ) AREA S.F. IRC 9EC.R310 UPPER LEVEL 1.0 AnWST MATTE I 'OLD c ralT ENTR'� Ok NING SEMI A 2 LAN -DING FIXED'... 9 2" 5-.0". g,e3 - 9+.:88 S12=: S.F. VINYL TRANSL. NO- __ NO _ YES p-i. NEW ENTRY LAN®ING DOUBLE HUN9 9' 2" 5-'0" 5,83 0 2.82 N@ NO _ YES - NEW €NTRY YES NO YE9 A-Z LANDING AWNING _ 1' 2" 0 - NEW ENTRY YES NO YES q.3 LANDING _ AWNING i' 2" - 0 _ .. g. 1 f)LD ENTRY LANDING $URIN(3 S'-0' _ _ 4' 0" 2d. 0 t2 VINYL CLEAR YES NQ YE8 NEW ENTRY NO VES g.2 LANDING AWN1Nci 3'-0" 0 NEW ENTRY NO YES g:3 LANDING AWNIN!3 3-0" 0 - _._ (+' - 9 OLD.DINiNG. SLIDING 6'-0" 8'-0" 38 0 iS VINYL. CLEAR NA VES. - p 1 LIVING SLIDING t0'-0" 4'-0' 40 _ 40 15 VINYL � OBSCURE NA. NO YES _ - E•9 9 OLfl MA&TER SLIDING. 3'-S" S25 , 0 7,G3 VWYL ' _. vBSCURE NA YES YES. � _ 1`- _�ATHT � C}LD MAb7ER BEOROOM 3LIDIN4 b'•5 3'•8" 22.76 0 11.3@ YINYL _ CLEAR Nq YES YES _ f - 1 _ OLD BATH 1 - SIIDIN€, 3-8 3'-0 _ 90.6 --0 &25 VINYL MWST N+� YES .YES.. --- G _ 1 � BEDRU0611 SLIRIN[5 _ f-8 3'-e" 28,?.5 28.25 7 VINYL CLEAR NA _ YES YES _, N _ 1 _ BEDROOM Z SLIDING 7-t3" 3'•8" 25,25 28.25 7 YINVL CLEAR NA .YES VES BREAKFA6T1 MA. BATH DOUBLE YES YE9 I 2 CLERESTORY HUN4 2'-8" M`N5T VE6 BREAKFasrr MA. BATH BOT.AWNIN YES YES J-1 2 CLERESTORY G 2'•8" - _ _ _ - -- - SREAKFA9V D4U8LE MWST YES YE5 YE8 J-2 2 MA. BATH HUN4 2'•8" - K 1 -- 4LD KITCE EN SLIDIN4� 4'-0" 3'-8" 14 14 YES YES NEW DINING/ NEW MA. y(.1 4 BEDRM SLIDING 2'-8 4'-0" 10 40 - K-2 4 NEW MA. BEDRM SLIDING 2'•S 2'-0" 5 20 Y'ES YES __ G - - K-2 4 NEW MA BEDRM AWNING 3'-S 9'>0" 3.76 i6 YES YEB 103. LOWER LEVELS 0.0 & 0.5 A� SEE UpFEft LEVEL ASGVE I,,,� ,,.,_ - ' ^_�,� YES � YE5 ^� � _r ��~ i � B SEE IPPER LEVEL A6fVE l � Y'S YES �•1 2 ��IT,rDf�lliilf§ �LIDItd41 5'�D _ a-0� �4 94 Ylvyt CLEAR _ vEs YE9 .. �� __ B-2 1 KIT./DINING SLIDING 6'-0" 4'-0" 20 20 I YES YE6 C 2 BEDROOM 1 SLIDING 5.0' 4'-0" 20 40 VINYL - CLEAR YES YES - EGRESS.WINDOW D 9 BEGROOM2 SLIDING 6-0' 4'-0" 20 20 VINYL CLEAR YES YES SILL 3'-0" EGRESS.WINDOW 1 BEDROOM 3 SLIDING 5'4)" 4'-0" 20 20 VINYL CLEAR Y"ES - YE6 SILL 3'-0" E - - - RGRESS.WINDOW 4 SLIDING 5'-0" 4'A" 20 20 VINYL CLEAR YES YE5 SILL. 9'-0" F _ 1 BEDROOM - - EGRESS. WINDOW G 1 BATH2 SLIDING 3'-d' 1'-5" 4.25 4.25 VINYL CLEAR YES YES SILL@3'-0" - q- CLEAR YES YES SUB TOTALS - 550.57 - �a Y S $N.MS9L O'FY' LOCATION DOOR OPERlLTR? OVERALL DOOR DOOR MATERIAL MATERIAL FRAME GLArsix NOTE& ngpE. N HEIGHT MATERIAL Q� NN6 � � I 'UPPER LEVEL 9'D � 81 1r3EDR0'OM:..4.. FLUSH SWfN� ?'-0" 3-CP' -�-8" VVO00--' WOE WO`7II NR � 3 1 BATH FLUSH SWING 3`-0". 3`-0" 6"-8" WOOD WOOD WOOD NR 10 1 MA BEDR110fi�1 FLUSH ;WING 3` - 0" 3`- 0" 6' -8" WQOD WOO#l• WO00 NA 11 i BEDROOM 2 FLUSH SWING 2' - 8" 2' - 8" 6' -8" WOOD WOOD WOOD NA BARN PAIR DOOR FLUSH- TRACK 12 2 BEDROOM 3 SC SLIDING T - 6" 4' - 0" VERIFY WOOD WOOD WOOD NA BEDR30M3 FLl3S�i- 13 1 CL'OSET �SC :SWING 4' -'D" 4' -:Oa 6' -8" Wi3�D WOOD WOOD NA 14 � ENTRY�CLOSETFLU9H .'SWING 2 -:8^ 2' -=8" 6' �B" WG?OD WCiOD WO(3D -M1lA y MA:BEDROOM 15 1 CLOSET? FLUSH BIPASS 4' - 0" 4' - 0" 6' -8" WOOD WOOD WOOD NA i I BEDROOM 2 L 16 1 CLOSET FLUSH BIPASS 4' - 0" 4' - 0" 6' -8" WOOD WOOD WOOD NA I MA.BEDROOM � 17 1 CLOSET 2 FLUSH BIPASS 4' - 0" 4' - 0" 6' -8" WOOD WOOD WOOD NA j FLUSH - 18 1 MABATH. SC SWING 2'-6" 3'-0" 6'-8" WOOD ,WOOD WOOD NA FLUSH - T9 t. BACK STAIF2 SC SWING 3' - 0!' 3' - fi°' 6' -8" WO00 WOOD WOOD NA LAUNDRY PAJ9�` 2fS 2 CLOSEI". FLUSH- BIF01tD' 2'-fa" 2'-6" 6' $" WOOD WOOD WOOD NA EARN DOOR KITCHEN! BACK FLUSH - TRACK 21 HALL SC SLIDING 2' -8" 2' - 10" 6' -8" BEDROOM 4! 22 BACK HALL FLUSH SV�IING 2' - 6" 2' - 6" 6' -8" BARN DOOR KITCHEtJI fLUSH - TRACK 23 DINING SC SLIDING 2' -i3" 2' - tU0" 6' -8" BEDROOAn4 24 CLOSET FLUSH -BIP�&S 4' -..0" 4' -.0•. 6' -8" LOWER LEVELS LEVEL Q0 � �:5:$**i`* SEE NOTlE4: BELOW AFH OCC. 25 1 MECH. FLUSH SWING 3' - 0" 3' - 0" 6' -8" WOOD WOOD WOOD NA WITH LOUVERS OPENABLE FROM 26 1 BEDROOM 1 FLUSH SWING 3' - 0" 3' - 0" 6' -8" WOOD WOOD WOOD NA OUTSIDE BEDROOM1 OPENABLEFROM 27 1 CLOSET FLUSH BIPASS 4' - 0" 4' - 0" 6' -8" WOOD WOOD WOOD NA INSIDE OPENABLE FROM 28 1 6ED�ROOM;4, FLUSH. SWI}�};G 'x'-0" �3'-0" 6'-8" WOOD ;WOOD WOOD NA .QUTSfp>r: BEDROOM 4 OPENABLE FROM 29 1<CC06ET FLk'YS'4i' BIPASS 4'-0" 4'-0" 6'-&" Wf1C}d WOOD' W€l�f3D' NA INSIDE OPENABLE FROM' 30 BED1700M 3 FLUSH' SWlNCG 3' - 0" 3' - 0" 6' -8" WOOD- w/dOflD WOOD' NA OUTSIDE OPENABLE FROM `p 31 BEDROOM 3 CLOSET FLUSH BIPASS 4' - 0" 4' - 0" 6' -8" WOOD WOOD WOOD NA INSIDE OPENABLEFROM 32 BATH 2 FLUSH SWING 3' - 0" 3' -0" 6' -8" WOOD WOOD WOOD NA OUTSIDE OPENABLE FROM 33 GARAGElR-3 HALL FLUSH SWING 3' - 0" 3' - 0" 6' -8" WOOD WOOD WOOD NA OUTSIDE OPENABLEFROM �"s1 - ,BATH1 FLUSH :SWING 3'-'D" 3'-0" fi -<B'• ,1�OOD ifit1JOD 1N00D IUA OUTSIDE aPi=NABtE Ran+ 35 iiEDRN1,2 "FLUSH SWlhG '-0" 3'--0" 6'-8" Wf10D WOOD WOOD NA OUTSIDE BEDROOT�12 ©PENABLE FROM 36 CLOSET FL9.7S3i BdPASS 4' -fl 4 -0" 5 �' �Ai9GSi1 tM+FliID �if0� TiA TNSiOE O z 0 �o fV O r NOTES: r=AIfIL A�k��.C.: SRj�i�� COI�!C-Y YI�RKft-QQCC Il�E5 S'kllt. A.�2� 2. OCCUPANCY USE SEPARATIONS INCLUDING OPENINGS BETWEEN R-3 OCC. SINGLE FAMILY AND GARAGE AAND BETWEEN R-3 OCC. AND ADULT FAMILY HOME USE SHALL COMPLY WITH IRG SECTIONS: . � � o= C� Z `° v o C � � pm/w� v, v O A n 0 ICI EXTERIOR DOORS SYMBOL NO, LOCATION GLAZED WIDTH IHEIOHT GLAZEC AREA WSEC PRAME GLAZING TYRE ©LASS OWSS INSECT SAPETY NOTES DOOR TYPE EA1SF GLAZED MATERIAL SCREEN GLAZING PER TOTAL IRC R-310 O ARFAf SF UPPER LEVEL 1,0 1 1 OLD MAIN FL.U9H EhPIRY i 1 3 0' S -@ U WS]OD 1r2' INSLIL -, NA YES - ! Mw6T MATTE WHITE STORE 9EM1- 1 1 MAIN ENTRY FRONT 3'-0" 8'-S" 40.02 40.02 WOOD 1/2"WSUL TRANSL. NO MA _ 2. 1 BEDROOM .SLIDING 9'•0" 8'-8" 33,35 33.35 YINVL 1/2" INBUL MWBT YES STORE 3 1 MA BATH FRONT 2'�@" 8'-0" 18,88 95,SB WOOD 1!2" WSUL MWST YES 6 1 OLO KING 6LIOING B'd1' S'-&' O - 0 VfNY 'U2M WSUI, NA - S? NA ' 6 t NEW DINING SLIDING S-0" S'-8" 40 02 40.02 VINYL 12" WSUL MWST YE6 8 1 NEW DINING SLIDING 8'-C" 8'-8" 40.02 40.02 VINYL 1/2" WSUL MWST YES PAIR 2'-S" 9TbRE 7 1 EX. LIVING. FRONT 6'-0" 8'-8" 33.36 33.36 WOOD 1f2" WSUL OLEAR YES PAIR STORE FRONT LEVEL 1.6 S 1 RR?F DECK 1/2 CITE 3' =0" 8'-@". 18.85 18.58 - MWST _ _ 236.8 _ LOWER LEVEL$ 0.0 8 0.8 1,i•. SEE UPPERLEVEL ABOVE_ - _��;- WJO® 112 ItJSVLT - NO - KIT.DiN'G/ PAIR STORE 2. 1 LIVING FRONT 8'-0" 8'-B" 40.02 40.02 WOOD 172" INBUL YE6 KIT.DIN'G! PAIR STORE 3 i LIVING FRONT S-0' 8'-S" 40.02 40.02 WOOD 1!2"INBUL TES EXIT TO GARARGE/R3 BACK! DOOR SEPARATION GARAGE FLUSH: FIRE WOOD -SEE PER IRC q 1 STAIR RATED 3' -0" 5'-8" 0 0 NOTE 1/2" INBUL NO R-302.5.1 OVERHEAD 6 PANEL WITH TOP UNCONDITIONED 6.. 1 GARAGE GLPZEq 18'-0" 7' 0" 0 0 SPACE GARAGE - UNCONDITIONED 8 t EXIT 1@CITE 3'-0" 8'•@" 0 0 SPACE _ GARAGE! GARARGE/R3 RES�OCC. DOOR SEPARATION SEPAFEATIO FLUSH PER IRC 7 1 N SVJiNG 3'-0" 8'-8" 0 0 - R-302.5.1 GARAGE FLUSH - - S.C. /FLUSH F.R. 8 1 STORAGE SWING 3'-0" S'-8" 0 0 SEPARATION _ 80.04 - - EXT. DOOR GLAZING TOTAL ��O DG��4 Imo z�m xs� y`am xm� c7��� �q ���� Ci 2 friT r � � I�(-At j Z N Cn � r � Z p (i7 �' S DOG�3 --i zc n70�+ ro�� > �� n�_� a � O[� � iI 00 ��m o rn4' G p . � �� _ .,... n C 4�7 v� � ; ^ 2 6 ���m t"�< �ro o-� Ern= 7 � � � .' � �. � . �� •�� ��. � -� _ ' D m � �} VD D' � 1i J REMODEL &ADDITION SEBHATU/ NAIZGHI RESIDENCE 7520 Ridge Way Edmonds,WA 98026 0 0 70 m0< �� rn .�-r DSO O Azo v mcno N �AZ o <o N T � O W t1'� m '� s g� ��� op '>;t � z°' ��m �Q a� Z � 7 c.. 7J �g� s fR rr m -o 316.84 SF (� ���n � � � 1 �-�� �� � i � � A ��>•" s C� • n \� �� I �� �� \\ 4\ \. \\ \\ �\\ I f _ '� ��\ I p Z D � � zpZ OC ��rritt� ��99 D L� > O � C � � �i _�� �G?O.o. Off' ��� ��c-7��Nr � d ts� m OQ c�r�r ag-� {��O 'OOQCI� � N Q�-,v� zmm� v��cr1�'G��jZO �v �z� �z Q��z ��Zi� SDI ��o�„ m � �m y>�� ���' ��� Rt o��y �a���� � p � O 'Q f� 2 VJ -I m ��� O�a� O�rn�m -�c��lo4q x x�}�T7';r� ���� vm �� � � �� � � ...�. I $ "' 71 _'- � `� � �;� I� °�"n �� � ��m�Xt �� 4 � '� �� �� �yYfTi Q� � ��� Z������ LOb7 ttt��� Q C � $<'O Lv S� .< 3'+�70C� ��� a'�`� wa0 c�vi���l � � Z r � � � , _ � �� �� m o�� ��g� ��� z �� �O ��� c{rrlOp t I o- - _ ! � Y —�__ + �— _ ' � I - - :,+'sue �ij _ • ,� dot a �� ��� ii - �_ _ __ �v --- - � - — 1S' - --- - ( � � � � -- - J i y � + O � i � � ,1 .Lake ForestSPa�rk, WA 987 iF Q 1L.. I � LrJ � / I �-. ---� _ � i -c� Ph/fx (ZOti),3Ei7- 2titi � / � �. - _ _ � -_ - ._� - _� � +-� � � \ �•x // \ \\ { � dcgm�alkcrl (.0 � acasl.ne w _ _� _ ` .� - i � - ,. �` . • � � � ,/ // � � � `,� i ,� � sty `4� �� _ .� � ,. � � . N , �_ ,� � �� _ i� r , �� V �'. r.. � - .' .- , �� ... '. - _ � Oct 07 2020 � "' � � „',; ,�e � � � �- - CITY OF EDMON DS i .(••:. � ��' � � DEV LOPMENT SER CES - ._ � � � � ` ----- -� � � � "�"' y. , i� •�`I 9 �— �. � DEPARTMENT s - - -� --=--..-�, - - � �_ � � � a ;�, .�__�, % -� � _ � � � � LEVEL 0.0 &.0.5 ;. � ' � � � , i . �' �� a ; -- -� _ _ � µ - _ _- _. --- �--� FLOOR PLANS �� -� J _ - �- � a � �_ - - �zX \ � d � " ' v, N �� �. �. � � � � J U �'% � � � et Q �. Z ` t•— n► � ° � 'O � � Q .. . ALL INFORMATION REGARDING EXISTING CONDITIONS AS SHOWN ON THE FOUNDATION, FLOOR, AND FRAMING PLANS HAS BEEN PROVIDED BY THE OWNER: THIS OWNER PROVIDED INFORMATION HAS BEEN MOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALL/MUST BE VERIFIED ON SITE. �! � � � _�-�•— -f -��� � ��"� Phase/Date - E� O_� �wz _�O�W � . � Z � a z � --------�-----� r• � Q� j _ , w � w i— � � a!-----�- __ Z cn � 1. W w _ Revlisions -.. __ _ •. i � � f f —� - DraNvn By Y -" .�� �j s �� : ��:*; �+ .� f ,� )ob No. 19201 _ LEVEL - � �'�� i�i _ �� '� �}. „ ! sheet 0.0 &0.5 FLOOR PLAN ` , �: � - �� �; �� ,.7 �; �— � � � _ A.Z.2 I I I -.. � Ct , �. i `y,( SCALE: 1/4" = 1' - 0" �-� � � �� � Of ' � '� - - +. .. ` � .. - Z,..,, _, ... ... � � - �, _,_ ._- _ ,.. ._ ____. _.� � z m � m z v Z m D X p °���� � O Z m � n m -NI � z � m C �� ° O c �Z r m � � Z m x � O � � m � D O 2 Z � NI m C (7 T_ —I Z O �, Z = m R� �� ■ rr N ■ 0 -Y_ - � (N) R-3 116 `���F.UPPER LEVEL �� RAIN THRU 1X6 TREX TEXTURED LEVEL 1.0 8�1.5 FLOOR PLAN - SCALE: 1i4'" = 1' - 0" ' � �± _� -� i � 1 �� REMODEL &ADDITION SEBHATU/ NAIZGHI RESIDENCE 7520 Ridge Way Edmonds,WA 98026 �� ,may s �/�- (.� ���- ') I� �►�l� � ���.�- 0 m o � <� �� rn�o< D m 0 O Y AZo v mmo N �AZ o <_o N T � O W . .�.��� 1 :-.r f': v - r- � � _ ' T i f 'y _. O � - .. _ ,� ��� m - �l � � � 'n 'rl ' ' ! �� rn o :� � m z i 1 m G) � ; n m � D cn ,' -- � � � � m ,, � . J,_ � r ( I I Id «-� � `Z Z n � -- � „ � -- -- - �. p = - a ._.-. �' D �' EAST ELEVATION _ K, J D G D E m w SCALE: 1/�' = 1' - 0" :C7 ?�E ,n " -� m r� � � _ ti !'� m y, ,.� � � y �� _-� !� � a m � I r `. �� ,� �- �;i �' �. E ,, yip II �� I _Ili r ' Too 1..�„�.�.�..��_� ` - �ia�i�7���l��pi�� � - ' i !: = •!: � N✓.� i �I W■rr i I■�I�C 1 � �� 1 u���! �IZ�I i �i= ���l•t�i � � r�vj ' � Q . ^ -�o, a I - -- -- nn l ... ,. . ,� f ��� 0 z o a � .� �; .��.�� w Q � ,� � �V � ` \ 1-+ NO , _ •S1 � �� O i , t . WEST- ELEVATION �: SCALE: 1/�y _ 1' - 0" 1 � REMObEL &ADDITION RESIDENCE 7520 Ridge Way Edmonds,WA 98026 D �, �It � I.,U O 0 m O �� ��< � �rn^ Dm0 O Y/ AZT � mcno N �Az O <_o N T � O W �, EXTERIOR FINISHES LEGEND ,�A SEE WINDOW SCHEDULE SHT.A.2.O.b �� SEE WYII.N.�W'SCH,ED�iLE SE-4T.A.2:+�.b E�ISTI�G /'�vEW�ro� (Vlt�VTC� � %e �t�a�rN� SYSTEII� �..-12 I�rTC�r �' NEW METAL RROFING SYSTEM ON 2x6@ 16" O.C. WITH STAINED FINISH WOOD PLYWOOD b SHEETHING /SOFFIT AT ALL NEW RAISED AND LOW ROOF AREAS ( .,+c � �'�C�S�'��9�a ��iE'W TC� ATfC� E7�TE��O� �T�CAi 1�i" Lt��,STe4��)E� W�:S'�d3t'I�G �Y5�E11A ?1�EW ST�rI�N1�E�t� C?tT�E�R�O�F� �t�Z�C9�NITA�L T &G �C�E�6A,�t'Sd��i�s'S�'ST�E�I AT �EXTrEI�I�R �WAL:�L'S d AND SOFFITS WHERE SHOWN NEW STAINED EXTERIOR HORIZONTAL T &G CEDAR SIDING SYSTEM AT EXTERIOR WALLS, e 6FT. HIGH GATES, FENCING& TRIM AT TRASH ENCLOSURE AND SOFFITS EX�STBN'G/ NE�V TOI M�RTCi� E�R'�CtC VEF�EEEx Ri�bk�kf'dt� BCR�kD (�ATTERI'� A� EXT�RYOF�' WALLS; fi PLANTER, ANDS RAMP / STAIR'WALLS�AT FRONT YARD g EXISTING/ NEW TO MATCH BRICK VENEER RUNNING BOND PATTERN AT EXTERIOR WALLS, PLANTER, AND RAMP /STAIR WALLS AT FRONT YARD EXISTING /NEW TO MATCH PREFINISHED ALUMINUM GUTTER &DOWNSPOUT SYSTEM, �� CONNECT TO EXISTING STORM DRAIN SYSTEM, C.B. &OUTLET '` �#T ENTRY PORCH�O�ti"ERHAf�G AND BACK [�E�CK TRELLIS SYSTEM ,ALTERNATIVE T�'�M�ETA^L ROOFING: USE PO�.YBARBONATE ROOFING PANELS ON 2x6 P.T. TRELLIS r"� NEW GU IL / HA�,NDRAIL SY�S EDQ�,T_EXTERRI STAIRS/RAMPS PER DETAILI/ _____ Z O a W c W n �_ � W �O� a v/ H RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �, � t� N aN o � _� W � � �W/ i� a z � a Z W � W W � - W �: � � � � � r, a 3 H c � W eur�orrrc ELEVATIONS Phase/Date DD Reari �i �ts� y�aJ !� ��. ?� ' �y , � 1,2�,� DUU ]ob No. 19201 Sheet A.3.2 Q� i S ' !.. ^� 4 �.. j - i j� i : 1FS20A l3a4tirvger Way NE Lake Forest !'ark. WP. 9815. } phifx ;i'Ot5}357-�(�(i. m (d2517n5- li,Ul �� WALL �ECTION� PhaseJData DD Ia 4- I� Re �0. �sib.1�' Drawn By . DW �� lob No. 1�107 �_� Sheet A.4.2 of - ,� � +C�. F:R, � B.T,C. < oMC DiAt�1�tAM A88EM®LY CpMP4NENT8 � h u.. OG tq _ A H R RESISTANT EXTERIOR WALi ENVELOPE PER !BC SEC. 1403 N.R. N.A. 35.3$+ EXTERIOR FINISH SYSTEM _WEATHER RESISTIVE BARRIER PER IBC SEC. 1404.2 _EXTERIOR SHEATHING PER STRUCTURAL DOCUMENTS � XT, t INT _2 X 6 FRAMING MIN. (TYP. U.N.O.) FOR O,C. SEE STRUCTURAL DOCUMENTS - � � �j NOTE: 16" O.C. MIN FOR STC RATING SH®WN THIS ASSEMBLY � i _INSULATION a�,7 CONDITIONED SPACES; TYPE & R-VALUE PER WSEC � COMPONENT CHART SHEET A.0.3 j � �, _1 LAYER 5/8" MIN. GWB TO MEET STC RA LING AS SHOWN THIS ASSEMBLY, 1/2" MlN. GWB FOR REDUCED STC RATING At l_OWEp _PVA PRIMER NOT EXCEEDING 1 PERM LAYER 5f8" MIN. GWB TO MEET STC RATING AS SHOWN IN THIS ASSEMBLY, N.R, N.A. 35-38 _1 1/2" MiN. GWB FOR REDUCED STC RATING ALLOWED SHEATHING PER STRUCTURAL DOCUMENTS (WHERE OCCURS)' q _2 X 4 FRAMING MIN. (TYP. U.N.O.) FOR 4:C. SEE STRUCTURAL DOCUMENTS - i NT. !NT NOTE: 16" O.C. MIN FOR STC RATING SHr�WN THIS ASSEMBLY c STRUCTURAL DOCUMENTS -NOTE. 16 O.ta. MiN FOR STC RATING SHOWN THIS Q � ASSEMBLY �' A.o.2 1 LAYER 5!8" MIN. GWB 70 MEET STC RATING AS SHOWN IN THIS ASSEMBLY, � 1/2" MIN. GWB FOR REDUCED STC RATiN�; ALLOWED � "NOTE; PROVIDE SHEATHING AT INTERIOR SHEAR WALLS PER STRUCTURAL DOCUMENTS. I _WEATHER RESISTANT EXTERIOR WALL ENVELOPE PER IBC SEC. 1403 M.R. N.A. WEATHER RESISTIVE BARRIER PER IBC SEC. 1404.2 EXTERIOR SHEATHING PER STRUCTURAL DOCUMENTS j � t 2 X 6 FRAMING MIN. (TYP. U.N.O.) FOR O.C. SEE STRUCTURAL DOCUMENTS - INT ¢ ,NOTE: 16" O.C. MiN FOR STC RATING SHOWN THiS ASSEMBLY � U ` A.0.2 ASSEMBLY TYPES PVA PRIMER N07 EXCEEDING 1 PERM �rCE���Nc� ASSEnns��r T�r�ES � � - Ems' � CLASS'S` MIN. COMPOSITION SHINGLE ROOFING SYSTEM N.R. N.A, 1 LAYER NO. 30 FELT UNDERLAYMENT; PROVIDE 2 LAYERS WHERE ROOF SLOPE IS LESS THAN 4:12 .� .�. i � I � -� i' _EXTERIOR GRADE PLYWOOD SHEATHING, THICKNESS, SPAN RATING, AND '� INSTALLATION PER STRUCTURAL DOCUMENTS, 1/2"' & 32i16 SPAN RATING MIN. j } ` 12" RAISED HEEL TRUSS SYSTEM (OR) X 12 RAFTERS PER STRUCTUR — AL I DOCUMENTS ': 1" MlN. CONTINOUS AlR SPACE ABOVE INSULATION FOR ATTIC VENTILATION INT, ;PER IBC SEC. 1202.2 -VENT BLOCKING (� EAVES TO MAINTAIN MiN. AIR SPACE, 3 °° - 2" DiA. VENT OPENINGS @EACH JOIST t3AY SCREENED WiTH CORROSION RESISTANT METAL MESH I _INSULATION @CONDITIONED SPACES I'ER WSEC COMPONENTS CHART SHEET A.0.3. _1 LAYER 5!8"GWB (USE GYPSUM CEiLINC� BOARD AT EXTERIOR CONDITIONS), OR 1!2" GWB MINIMUM W1,lOiSTS @ 16" dG MAX, _PVA PRIMER NOT EXCEEDING 1 PERM ..... �L1��111� "' . ... MIN. COMPOSITION SHINGLE IiQOFING SYSTEM N,R, N.A. �T' _CLASS'S' _ 1 LAYER NO. 30 FELT UNDERLAYMENT, PROVIDE 2 LAYERS WHERE ROOF ! �F} SLOPE IS LESS THAN 4:12 INSTALLATION PER STRUCTURAL DOCUMENTS, 1/2" 8 32/16 SPAN RATING MIN. _2 X TRUSS TAILS, 2 X OUTRIGGERS, OR 2 X RAFTER TAILS PER STRUCTURAL ' DOCUMENTS SOFFIT FINISH PER OWNER --WHERE ENCLOSED PROVIDE 1" MIN. ' EXT. _OPTIONAL CONTINOUS AIR SPACE ABOVE INSULATION FOR ATTIC VENTILATION PER IBC SEC. 1202.2 -VENT BLOCKING @EAVES TO MAINTAIN MiN. AIR SPACE, 3 - 2" DIA. VENT OPENINGS @EACH JOIST BAY SCREENED WiTH CORROSION RESISTANT METAL MESH _ACRYLIC POLYMER NON SKID WATERPROOF MEMBRANE DECK FINISH SYSTEM N.R. N.A, EXT. � (GAGODECK}; UNDERLAYMENT AND SUBSTRATE PREPARATION AS REQUIRED BY FINISH SYSTEM MANUFACTURER � ������'� """� _ 5i8" (19/32" MIN) EXTERIOR MARINE GRADE (OR) APA AlC GROUP I PLYWOOD SHEATHINGW! PLUGGED CROSSBANDS UNDER FACE --VERIFY, COORDINATE, AND INSTALL PER WP DECK SYSTEM MANUFACTURER. _3!4" MIN. EXTERIOR GRADE T & G PLYWC)pD SHEATHING -THICKNESS, SPAN RATING, AND INSTALLATION PER STRUCTURAL DOCUMENTS EXT. _2 X (OR) TJi FLOOR JOISTS @ 16" OC Mqj�, PER STRUCTURAL DOCUMENTS _OPTIONAL SOFFIT FINISH PER OWNER ->WHERE ENCLOSED PROVIDE 1" MtN. CONTINOUS AIR SPACE ABOVE INSULATIf N FOR ATTIC VENTILATION PER iBC SEC. 1202.2 -VENT BLOCKING @EAVES T6 MAINTAIN. MiN. AiR SPACE, 3 - 2" DiA_ I VENT OPENINGS @EACH JOIST BAY SCR��NED WITH CORROSION RESISTANT METAL MESH I � .� � F.R. � ~ B.T.C. `; t'— Na. DIAC3RAM ASSEMBLY COMPONENTS � u; a u>~ a� _CONCRETE FiPIISFi OR FINISH FL>v)URiNG SYSTEM PER PLAN; UNDERLAYMENT N,A, 8 I IAND SUBSTRATE PREPARATION AS REQUIRED BY FINISH SYSTEM MANUFACTURER --VERIFY, COORDINATE, & INSTALL_ PER iN-Ft.00R HEATING- (1 HR. MIN. r.,, � MANUFACTURER ,r t'` " ""'""""""" 4" CONCRETE SLAB PER STRUTURAL DOCUMENTS; INSTALL FLOOR DRAINS � AND/OR SLOPE TO DRAIN PER PLAN WHERE SHOWN; VERIFY, COORDINATE, & � � .INSTALL PER IN -FLOOR HEATING MANUFACTURER O W W �. -r �-� __ VAPOR BARRIER -VERIFY & INSTALL PER FINISH FLOORING SYSTEM REQUIREMENTS ,¢ � „I y l l l _._� I l i E` :MANUFACTURER'S �ry ,aVj � RIGID INSULATION -INSTALL MiN. INSULATION PER WSEC COMPONENTS CHART SHEET A.0.3. - i: FILL LAYER PER SOILS CONDITIONS AND/OR GEOTECH +REQUIREMENTS _GRANULAR _COMPACTED S�iB GRADE N.A. '(iT _CONCRETE FINISH SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE PREPARATION AS REQUIRED BY F{NlSH SYSTEM MANUFACTURER (� HR, MIN,} � .. W _4" CONCRETE SLAB PER STRUTURAL DOCUMENTS; INSTALL FLOOR DRAINS r, Q c� AND/OR SLOPE TO DRAIN PER PLAN WHERE SHOWN. v � O _GRANULAR FILL LAYER PER SOILS CONDi7iONS ANDIOR GEOTECH r•�- � REQUIREMENTS U ' --�"i � COMPACTED SUB GRADE a � III--,,I,..._.�.I,II � �. _FINISH FLOORING SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE NR I 58+ 4n INT. PREPARATION AS REQUIRED BY FINISH SYSTEM MANUFACTURER --VERIFY, '•�•'•••�'��•`•••�� •`•��•' •' COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER �� _1 1/2" GYPSUM CONCRETE --VERIFY, COORDINATE, & INSTALL PER IN -FLOOR ca '. i•(I"� r - HEATING MANUFACTURER CONTROL MATTING _NOISE (ACOUSTIMAT} TO MEET STC RATING AS SHOWN IN THIS ,. ASSEMBLY --OWNER OPTION, STC RATING IS NOT REQUIRED � W � INT: (EXT.) _3/4" MIN. EXT.GRADE T & G PLYWOOD SHEATHING GLUED & NAILED PER s= � � ?• STRUCTURAL DOCUMENTS Q �i _2 X (OR) TJI FLOOR JOISTS @ 16" OC MAX. PER STRUCTURAL DOCUMENTS-- ,STC RATING SHOWN IN THIS ASSEMBLY IS OWNER gPTION, STC RATING I5 NOT T- � W { iY'= � REQUIRED vrn � � ` �„ '' Z� pU;, Z�.ti i-- � � _iNSUt..AT10N @ CONDITIONED SPACES PER WSEC COMPONENT CHART SHEET A:0.3, OR FOR SOUND AT OWNER'S OPTION W f � LO � � � �2" CONTiNOUS VENTILATION SPACE BELOW INSIiLATiON AT FLOOR Q OVERHANGS - VENTILATION OPENINGS SHALL BE SCREENED WITH CORROS{ON F—' RESISTANT METAL MESH U _RESILIENT CHANNELS @ 16" OC PERPENDICULAR TO JOISTS TO MEET STC m RATING SHOWN iN THIS ASSEMBLY--STC RATING IS OWNER OPTION, STC RATING IS NOT REQUIRED _1 LAYER 5/8"Gb'VB (USE GYPSUM CEILING BOARD AT EXTERIOR 'CONDITIONS}TO MEET STC RATING SHOWN IN THIS ASSEMBLY--STC RATING IS . `OWNER OPTION, STC RATING IS NOT REQUIRED, 1f2" GWB MINIMUIVi W! J4iSTS .@ 16" OC MAX. _PVA PRIMER NOT EXCEEDING 1 PERM _FINISH FLOORING SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE . PREPARATION AS � N,R. N.A. REQUIRED BY FINISH SYSTEM MANUFACTURER- 6n iNT' _3!4" MIN. EXT.GRADE T & G PLYWOOD SHEATHING GLUED &NAILED PER N STRUCTURAL DOCUMENTS [� _2 X (OR} TJi FLOOR JOISTS @ 16" OC MAX. PER STRUCTURAL DOCUMENTS-- STC RATING SHOWN IN THIS ASSEMBLY IS OWNER OPTION, STC RATING IS NOT � rr�� REQUIRED W p 4 t~t,,,�' INT. (EXT.} _INSULATION @CONDITIONED SPACES PER WSEC COMPONENT CHART SHEET ' � � A.0.3, OR FOR SOUND AT OWNER'S OPTION � �j � 2" CONTiNOUS VENTILATION SPACE BELOW fNSULATION AT FLOOR OVERHANGS -VENTILATION OPENINGS SHALL BE SCREENED WITH CORROSION � � e�`'ij � RESISTANT METAL MESH • � � CHANNELS �7a 16" OC PERPENDICULAR TO JOISTS TO MEET STC � Fi � _RESILIENT � 2 � � RATING SHOWN iN THIS ASSEMBLY--STC RATING IS OWNER OPTION, STC l � RATING IS NOT REQUIRED ! z _1 LAYER 5/8"GWB (USE GYPSUM CEILING BOARD AT EXTERIOR j CONDITIONS)TO MEET STC RATING SHOWN IN THIS ASSEMBLY--STC RATING !S � OWNER OPTION, STC RATING IS NOT REQUIRED, 1/2" GWB MINIMUM Wl JOISTS ` @ 16" OC MAX. I _PVA PRIMER NOT EXCEEDING 1 PERM ASSEMBLY SCHEDULE NC)TES 1 FOR STRUCTURAL INFORMATION SEE STRUCTURAL DOCUMENTS (S,X.X SHEETS) AND CALCULATIONS IN OTHER FORMAT. 2 SEE ARCHITECTURAL WALL SECTIONS FOR WALL ASSEMBLY LOCATIONS AND DESIGNATIONS (A.4 SHEETS). 3 SEE ARCHITECTURAL BUILDING SECTIONS (SHEET A.3.3) FOR FLOOR/CEILING FLOORfCEiLING AND ROOf�ICEILING ASSEMBLY LOCATIONS AND DESIGNATIONS. 4 REFER TO ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS. 5 PROVIDE VAPOR BARRIER WHERE INDICATE© BY ASSEMSLY ON WARM SIDE 15 EXPOSED TO AMBlE^1T TEMPERATURE. 6 FOR WALL ASSEMBLIES: SEE ARCHITECTURAL ELEVATIONS FOR EXTERIOR FINISHES. U.N.O. FINISH SYSTEMS TO iNGLUDE WEATHER RESISTIVE BARRIER (IE: BUILDING PAPER/FELT 15# MIN. TYP.) 7 FR WALL, FLOOR/ CEILING, AND ROOFIFLOORICEILiNG ASSEMBLIES SHALL COMPLY WITH iBG CHAPTER 7: FIRE-RESISTANT MATERIALS & CONSTRUCTION AND THE CITY OF TUKWILA AND K(NG COUNTY AMMENDMENTS TO THE IBC, iRC, IFG, OR ANY APPLICABLE CODES AND ORDINANCES (IE: FIRE BLOCKS, DRAFT STOPS, FIRE STOPS C� WALLS, FLOORICEILING, ROOF CEILING, ETC,). $ FOR INSULATION TYPE AND R-VALUE, SEE 'WSEC 'COMPONENT PERFORMANCE' DESIGN COMPONENTS' CHART AND NOTES ON SHT, A.0.3 i€?fr1 Baiiinger Way Luke Porest Park, W A 9E p�v7x sm„> :��- - - - m (41a7 ?t5- i RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z 0 0 � � N Q N �a J W � O Z � H = � Z W � '' 3 a�3 � a _ W LLi W � ti O � W ASSEMBLY ITYPES Phase/Dat DD �a����> Revisions t� �� � (�' Drawn i3y DW Job No. 1i.10� �. Sheet A.4.3 Of _SIpINGPER \ �TIONS -"'�J '�• �' .;; r'uirvn�v�nrw�nm�vr�R ELEVATIONS -- � --�.-f � -,, 112" PLYWOOD '- ,, i 1 i ......,...,._.. _. � ?OST >� !NG PAPER; LAP 18" •�. BUILDING PAPER; TAP 19" ^��,�..--"� MINIMUM AT CORNERS a` "'"�---._. � • SEALANT 6 I � . � 119" GAP WifH SE UM AT CORNERS tiff ,: �-'_. ';:..�;��.���;�;��•• { �� '•..,:::.�. 12" FLEXIBLE FLASHING a ��-�. �;;:•�,:�;•;:;. ,�18" ROD &SEALANT ��� FLEX1i3LE FLASH! £X18LE FLASHING .... :•..:. >�.•-,.�t:?. � � ,. 1 t8" SPACER ,. 4` 31M, PRiMAR'Y FACADE .., I JlLD{NG �; RlM � SECONDARY a, ,DE OF BUItDiNG )LNG PAPER; LAP 19" AUM AT CORNERS � - :L. SIDING PER 'ATIONS DETAIL PLAN 8 @CC?RNER (PANEL SIDING �. ..r r"1 L ass�>x®Lv �,. R►M FLAT AGAINST ARY' FACADE --a,, j � SEALANT, TYP --- ._._. r 5J4x6 7R1M, PRIMARY �' % FAGAI)E OF BUILDING ��', ' ;;,ray;, 5/4xA TR{M !�! SECONDARY Y .::,,, ;� ^- - '• � ''``l'°•" � �`��;; FAOADE OF BUILDING BUILDING PAPER; LAP 19' MINIMUM A7 CORNERS SIDING PER ELEVATIONS DETAIL PLAN � CORNER BOARDS ° 1" 3" °" 14 �7 SHINGLE SIDING ° 1" s" ,�-�-- ' A.T"1 (DETAIL C7PTIONAL� EL SIDING PER � � '' ;y lATONS �, .DING PAPER; LAP 10" ,'� "'"----� AROUND CORNER ----- - ;. �CIBtE FLASHING a. LL. ASSF.W9LY >; `; ti� :�` , DETAIL PLAN ���a7 INSIDE CORNER (PANEL SIDING) ° 1" 3" r-^� r �T.1 TO TRIM 2RNERfYJINDOW TRIM GORNERI4VlNDOW TRIM 1LDING PAPER; LAP 6" MMUM EVERY NiiZONTAL ROW ^'---�"' ,NEL SiOING PER EVATIONS i�DETAIL PLAN � VERT. TRIM (PANEL SIDING) .7.1 �IVEL SIDING PER -- _EVATiONS UILUING PAPER;1,4P OVER i.ASHING t4 TRIM BEYOND PER LEVATKINS ASM FLASHING WI 4" pNIMUM VERTICAL LEG AND DRIP EDGE x-0 TRIM PER ELEVATIONS - AJILDING PAPER ;ONTINUOUS BEMINU TRIM f NDMIG !$" KERF PANEL SIDING PER iLEVATIONS SEALANT,TYP WINDOW OR CORNER TRIM PER ELEVATIONS--- 1x4 TRIM EQUALLY SPACEC) BETWEEN WINDOW OR CORNER TRIM U 1" 3" SECTION aG� ~` `. �,_�." � 15 1 x HORIZ. TRIM (PANEL SIDING) ° 1" �" r-i r A.T.1 SIDiNt� &TRIM SYSTEM DETAILS _ SCALEe 1" = S" /ORI 2'" = 1` _ 0" NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.O.b. 2x2 TRIM AT PLANK SIDING TO PLANK SIDING INSIUE CORNER INTERSEGTICiN SEALANT PLANK SIDING PER I�' ELEVATIONS FLEXIBLE FLASHNG --^- BUILDING PAPER; LAP 19" _ M!N AROUND CORNER WALL ASSEMBLY ""- DETA{l PLAN 13 INSIDE CORNER ArT.1 S{QING SYSTEM 8 TRIM, SEE ELEVATIONS -- BUILDPNG PAPER; 9" MINIMUM BEYOND PENETRATION - - - BWLDlNG PAPER; LAP OVER FLASHING -` GSM FLASHING; 4" VERTICAL LEG ---"t FLEXIBLE FLASHING; A" \\ MINMAUM BEYOND PENETRATION MlNIh1UMIZE PENETRATION----.._,_� 2x BLOCKING AT WALL PENETRATION FOR LIGHT FIXTURE, HOSE BIBS, ETC. (USE P'T WOOD BLOCK AT STRUCTURAL PLATE ATTACHMENTS; USE PRE-PWAAED CEDAR BLOCK AT OT}iER LOCATIONS) . SEALANT , SIDING SYSTEM, SEE ELEVATIONS BUILDING PAPER; TUCK __�._�� UNDER 'PRE -PAPER' °- a '� 2 WALL PENETRATION SECTION A.T.1 r+ 0 i" 3" 0 1" 3" 91DING SYSTEM PER :�� :: ELEVATIONS � - - ,�-�--"-"'- ;;; BUILCHNG PAPER; TAP OVER ''� tii FLASHING �; `�� ��. OCCURS PER ELEVEAT ONS ' G8M FIASHINCd W! a" MINIMUM VERTICAL LEG AND � �.--� ti� DRIP 6QCi5 ,w� :�: 2x BELLY BAND PER. 5y ELEVATIONS �4 ;a; _. BUILDING PAPER GONT'iNUOUS BEHIND TRIM ! '" �� SIDING ;:; -4• 1!8" KERF &EAlAN7 l �� �r �• SIDINQ 3YST'EM PER ELEV. WALL A88EMBLY �t 7 � Q 1" j" t�` ; r: Q" 11 SECTION 2x BELLY BAND � � A.T.1 9" � a SIAx TRIM ^'�"� ��.� w;:>. ••so :.��a;.: FLEXIBLE FLA9HlNG "` � SEALANT 1!8" GAP WITH SEALANT GWB 10 TYP{CAL HORIZONTAL MULLION ° ,^ 3° 6" �---� _ -- I~--- A.T.1 PANEL SfUING, SEE ELEVATIONS --- BUILDING PAPER - 1x6 TRIM -�- 12" FLFJCIBLE GSM FLASHING WCiH 4" VERTICAL LEG EMBED WINDOW FLANGE IN SEALANT ^-----^_-. 1/8" GAP WITH SEALANT . f"-� TYPICAL WINDOW HEAD @ �• i/9" GAP WffH SEALANT VINYL WINDOW; SET FLANGE iN SEALfiI�--- 9" FLEXIBLE FLASHING 6" FLEXIBLE FLASHING - P3iJILDING PAPER-----------"� 4 � tL-s PANEL SIDING, SEE �,, ELEVATION ix4 7RlM 318" ROU 8 SEALANT -- �� TYPICAL WINDOW JAMB / A \ rsws�c� etn�sllrr ix WVUu m�L WOOD APRON i/2" PLVYVOOD i/8" GAP WITH SEALANT 12" FLEXIBLE FLASHING 3/9" ROD &SEALANT-4- i!9°SPACER - - 1 xA TRIM 12" FLEXI8I.E FLASHING BUILDING PAPER ----- PANEL SiD}NG, SEE ELEVATION /'� TYPICAL W{NDOIiV SILL aG� 7 \PANEL SIDING A.T.1 ° 1" 3" 6" U 1" 3" 6" U 1" 3" 6" ViNYI WI! FLANGE H 3I9" ROD I 514x• TRil.. 5 TYPICAL VERTICAL MULLI{�N A.T.1 SIDING, SEE ELEVATIONS------�'"""� BUILDING PAPER -�r �'� GSM FLASHING WITH 4" � - _ ; .'. VERTICAL LEG-------�--- ��. _ SI4x8 TRIM {2X e SiMfLAR) ` I 12° FLEXIBLE FLASHING----------•'"'`� 1 SEALANT W%WEEP HOLES--------�„� ._._ � _ CiSM FLASHING WITH 4" VERTlCAi_ LEG EMBED WINDOW FLANGE iN SEALANT ---- 119" GAP WITH SEALANT /'' �'�, TYP{CAL WINDOW HEAD � `�' 1 'SHINGLE SIDING __ A.T.1 118" GAP WITH SEALANT VINYL WINDOW; SE7 FLANGE IN SE+hiANT- 9" FLEXIBLE FLASHING fi" FLEXIBLE FLASHING BUILDING PAPER S!DlNG, SEE ELEVATION 1A3" GAP WITH SEALANT'-- 514xd TRib1 - 3!9" ROD R SEALANT �� TYPICAL WINDOW .IAMB TX WUC)D SILL WOOD APRON 112" PLYWOGU 1t8" GAP WITH SEALANT - 12" FLEXIBLE FLASHING - 3/8" ROD & SEALANT 4t8" SPACER 514xA TRIM 12" FLEXIBLE FLASHMG BUILDING PAPER V��.-- 1I8" GAP W ITH SEALANT---•^''��� WALL pSSEkIBLY SIDING, -SEE ELEVATION• ,-„-.� TYPICAL WINDOW sILL @ 0 i" 3" 6" ° 1" 3" 6„ 0 1" 3" 9" h i" 3" 6" `"""'� ix vvvvu aa�l 1 WOOD APRON j � N®T USED 112"PLYWOOD A.T.1 118" GAP WITH SEALANT tZ" FLEXIBLE FLASHING ----- 1 I ;i19" ROD &SEALANT 1l9" SPACER :�: 2x TRIM PER ELEVATION; �' r,,,,- �*. BEVEL TOP +' ':. �.- 12" FLEXIBLE FLASHING '��: -�' `� A(� �j ` BUILDING PAPER �' -. �� �IPENINGS DETAILS 118"GAP WITH5EALANT '`' WALL.AS8ElVABLY ��.`�� _ �, �'�"'----•-_- -- �WINDOiii & DO®R DETAILS SIMILAR) SIDING, SEE ELEVATION _ SCALE: 7^ = �^ /aRi 2•' = 1' - a^ TYPICAL WINDOW SILL @ Zx TRIM NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND 'I _ BELLY BAND ° i" 3^ b^ @ r--�___,f _---� PENETRATIONS SHEET A.2.O.b. A.T.1 __._ 182LW Ilallinger way r� Lake Forest Park, 4L'.4 981 p{VIx (20oj 367- 25F m (425) 765-15( RESUB Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O p �!!nn A V N Q N J ® O W Z F' x m W W x W �_ � W A � � � � N Q � � O E iii � ti W EXTERIOR DETAILS Phase/Date Do � d-l�' Revisions I� {�.I�- ., w.,.. _.. _, r., � _. r.... Drafwn By d�1( Job Np. 111tii Sheet A.T. � Of R®�� � R��,•I `�A�� INTERSECTIO►ly DETAILS SCALE: 1" = 6" /C11R1 2" � '!' - 0" NOTE: SEE FLASHING Q{AGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.O.b. 11 RIDGE VENT iD '� 3" s" -- r---i f-----� A.7.2 BUILDING PAPER EXT. SlOING, SEE ELEV.- ROOF'G UNDEREAYMENT EXTEND UP WALL 8" MIN. GSM COUNTER FLASH .4" VERTICAL LEG -3" VERTICAL LEG GSM STEP FLASH -0" VERT?CAL LEG -4" HORiZ. LEG ROQFIGI ROOFING SYSTEM -- ROOF'G UNDERLAYMEN'i EXTEND UP WALL $" MIN. ROOF SHEATHING ---- ROOF FRAMUVG, -- S.S.D, CT'CD CI ACI.Iti►I/'� s A.7.2 BUILDING PAPER SIDING, SEE ELEVATION --- GSM FLASHING WITH 4" MWIMUM VERTICAL LEG ANO GRIP ERGS 2x BELLY BAND, SEE ELEVATIONS BOTTOM NAIL. 1 ill" FROM EDGE MIMMLIM (2} PIECE GSM FLASHING ��" VERTICAL FLASHING --- -4° VERTICAL LEG -SPRING ACTION AGAINST SHNVOIE -S£T IN MASTIC ROOFING UNOERLAYMENT EXTEND UP WALL S" MIN — ROOFING SYSTEM ROOF FRAMING 9 ROOF TO WALL FLASHING � TRiM ° t" a" A.7.2 n SIDING, SEE ELEVATION —��- �'-`""---- t x� TRIM � PANEL SIDING--------,.r,,,,_ ����'�"- ,�4 �„__ '(2} PIECE GSM FLASHING $" VERTICAL FLASHING -- -6"VERTICAL LEG ----�- -SPRING ACTION AGAINST SHINGLE SET IN MASTIC ROOFING UNDERLAYMENT EXTEND UP WALL a" MIN- ROOFING SYSTEM RC70F FRAMING ROOF TRUSS P. TAIL, SSD t x 3 TRIM ------. 12 ( . 3LOCKING WiTH 2" `'�.,,-_ �"�"""""- �.+ :ONTiNUOUS GALVANIZED I ,r SCREEN MESH � EACH pAY —� �r,r'"' 2X FASCIA PER ELEY. "'"�-� I ,,,,�� �OWNSPOLf! TO 570RA9 DRAIN SYSTEM �„r 1"� �, J I 2 X BARGE 80ARD, J/ �'"°�� /w .,., � SEL- EXTERIOR / �' ,�'' ✓ � � o l i ! I I' � ELEVATIONS ---- p' � ;' 518" TYPE 'X' GWB AT ATTIC OVERHANG PER PLAN � SLOE OF GABLE ENO TRUSS, � TYP. (AT t HR. ONSTRUCTION ONLY} CONTINUOUS WOOD TRI :: 6/4x4 ig PLANKNINYLY'�� .' `' y�'� �`�" - SfDING; 1x4 OVER PANEL SIDING _ CONTINUOUS WINDOW ..�-�''" WINDOW HEADER >;< HEADTRIA4 PER ELEVATIONS {WHE WALL ASSEABLY - TRIM WHERE OCCURS} OCCURS y�,y"gym WINDOW HEADER '�.a.S.O. _._. � EAVE DETAIL � 3" s" t' 3 GABLE END i w °s � SCALE: 1 `=1'-0" A.7.2 SCALE: i "-1'-0" FLASHi sR 2x FLASHING EDGE OF 2xt2 MAT DETAI BEYOND 2" CO � S CORROSION i .-. RESISTANT METAL MESH, t/B" MESH 2xi2TRiM; ICERF BOii'OM 2xt2TRIM, KE F BOT.S.; EDGE: LEAVE tl2" GRIP LEAVE t/2" DR P EDGE T SOFFIT; FLAB LNG PE13/ 2x4 WOOD TR9 { _t, + .d..._ GWB SOFFIT PER ASSEMBLY ram' ' � I 2xS FRAMING YENT{LATION PATH 2x4 WOOD TRIM 5J4x4 WOOD TRiM, TYPICAL ,, OH PER PLAN a - ---""" 7" CONTINUOUS CORROSION WINDOW TRIM PER � "� FtESi5TAN7 METAL MESH, t!8" MESH -- ELEVATION, FLASHING PE '�`�'� HEApER � ._..:._.................._...................................... _.... HE WAL �� r�i�..__...._ P A�$ECiTOf�t, AB.x WINDOW PER WINDOW a txTRil'A; ALIGN BOTTOM Wt SCHEpULE BOTTOM OF WINDOW TRIM- PER � i DOORS �p{yLRAME SECTION � BAY t.�VERHANG SCALE: 1 *=t'-0" ;. fir/ SIDING PER ELEVATION -�---� BUILDINGa PAPER LAP OVER fLABHiNt3------�---- ix PT SN.L PLATE----�---- CONTiNUOUS METAL 'Z' FlASH1PK3 WITH SPRtNi3 ACTION At3AINST CONCRETE, 4" VERTICAL LEQ AND HEMMED EOgE — PINISHEp pRADE, SLOPE AWAY FROM BUILDING �---- 8EALANT FOUNDATION BOLT, SSD -- t!2" EXPANSION JOINT --- BITUMINOUs DAMPROOFING 6" �, FkiDGID INSULATION PER WSEO COMPONENTS CHARt CONCRETE FOUNDATION WALL AND FOOTING, SSD - 5iplNG PER ELEVATION -- �_ `�� jj���, �� '�''��� i f"F�I.I� BUILDING PAP1;R; LAP OVER "'~' �"� f� FLASHING -- CONTINUOUS GSM FLASHING; EXTENDS" j , ABUVE AND BELOW TOP OF Mtn— n�-- �� , � ii!- �IIll=1l�1= ' . �� �s` �� Ili=llll-- . � � � '�" :� , �'� ll1 --1{if =`III= ':�' - '"-'. ' :.�i: � Ili= 4i11-= = 111�-1�i1-�' _: 1= ��- llll-li��l�i{=1�1;.--.11�1 :lil�4 iil! Illl--=II{(�il{i=fill=illl--141=11i� =_ tt i{� ` �=={il!=IIN===Iql lili;l{111111= �flll sill illl �-111,— '1"lARI / f"DA11G Q . 3" 6" t' f �� h�` T)GHTLINE TO STORM DRAIN SYSTEM ,� NUT ;USED TYP. FOUNDATIAN DRAIN: i A.7.2 '�� 4" PERF. DRAIN WITH FILTER FABRIC IN GRAVEL SED I _>---.�..__ � WALL. SECTICIN DETAILS 8 ROOF TO WALL FLASHING Q �° �" 6" scA�,E: °�" = 1' - o�' NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND ,7.2 PENETRATIONS SHEET A.2.O.b. BUILDING 2x P7 SILL PLATE, PER PLAN SEALANT FLEXIBLE SELF�ADHESIVE FLASHING 1/2" EXPANSION JOINT Bi7UM4NOU5 DAMPROOFiNG Fti0Gi01NSULATiOid PER WSEC COMPONENTS CHART CONCRETE FOUNDATION WALL AND FOOTING, SSO -- TRUSS RQ{)F ° '" �" ' r--.---, r��nc,C�cn rif1AD Ut ! I'itl.. t.lr A tvrvf+�� W HLI\Ll� Associates IS2G4 Ballfriber Way N take Fw�t Pack. WA 9H7° m {d2.�J?fib l.c+( RESUB - - Oct 07 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _." %�.�i R4JOF DRAINAGE: TiGHTLINE TO STORM DRAIN SYSTEM GYP. FOUNDATIDN DRAIN: 4" PERF. DRAIN WiTH FILTER FABRIC IN GRAVEL BED O � !V Q O J 0 � x ? 1— a _ v W ° � as .� °� 3 y o W ii W � W � N ti � W EXTERIOR DETAILS 4y Drawn 8y DW ���� Job No. 111tl7 r. r , n��.�r�.�rrW.�sw.w*+.�� Sheet A.?.2 Of '�NI'�NDC?1�f SILL. [NTER�OR SECTtOt� � ELEVATION ° �" �" �" DYYlYY��YMIYrYI�1A�..FY I 4YYY./YI�Yn�YW� biIY YYYY AVA��. 91Y�.1! /'Ut C, TRELLIS, & MISC. EXT./INT" 11 LS ARIE3: SEE DETAIL �E FLASHING DIAGRAM FOR OPENINGS AND �TIONS SHEET A.2.O.b. �" CONCRETE IA�Ai�C .�tNi' FILLER BETE FOUNDATlCN WAtI, SSO �'��� ���'' � ilii�l!! M ������,1i�1 ������ �r�w�� FrtilfT�� �I�=�� �I���� �i!!L� 4 TYPICAL. EXT�RIC�R T�t�tE�HOLD ° '" �" °" A.7.3 SCALE- 3"��f'.�}" �_�,. `��ALKEK .Associate=. i82(M 13a11ioyer N'�y r E.ake Forest Park, 4yA 9a1 m (42� ?6�r 1 S RESUB opt o� 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z O °a" N � � W 0 O � W a _ � a _ 00 W W v W 0 — � W � �3 � N o� a N � E �%% � � W EXTERIOR 8� INTERIOR QETAI LS Phase/pate Revisions���� Ire �: �-- Drawn sy Dw Job No. 11107 C�'�Nd( c � �o�Tt��l��-- �� ;[. � �: `� --�-��~- NO A>t{�M81.Y .1�.. ;-�::ftr:�t ��i��� ��� ����� C�E�KtVIIALI. BASE F'L�S�'ftNG N a F r. r I �• a i" 3• sM' SHAPED £� CUT FROM 2�dB GUT FRaM � P.T. {2} 2x4 � TOP ;x _.� 2x2 VERTICALS � 4x4 COLUMNS 8 � ENDS a d�x4 PER PLAN � �i � MCNICHOLS GALVAP�ZE� OR VINYL COATED '� WELDED WIRE MESH (C�ALOR: BLACK } - 1 MESH (1" SQ.):.080 (OFF) ,� 2 M�SN (2" SQ.}:.105 Sheet —�— /!«T.3 SCALE: 9 112" = 1' - 0°° A■ � a Of